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HomeMy WebLinkAbout368 Conch Key Way 05-1781 COPERMIT ADDRESS CONTRACTOR ADDRESS D R Horton — 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 — (407)857-9101 CBC 055300 — PHONE NUMBEK PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT # DATE W PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE 3 Q i L4QI144 WiEL9 -- �h noLIDA 4roA.rco City of Sanford Certificate of Occupancy This is to certify that the building located at 368 Conch Key Way for which permit number 05-1781 has heretofore been issued on June 21, 2005 and has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as New Single Family Residence complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Date Building: R Addison 06/21/05 Engineering: G Hyatt 06/20/05 Public Works: J Crumpton 06/17/05 Utilities: R Blake 06/17/05 Fire Department: Zoning: Conditions (if blank, no conditions apply) D R Horton YYl�� 06/21/05 Property Owner Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION ****NEW SINGLE FAMILY RESIDENCE**** DATE: 06/16/05 C� PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 05-1781 368 Conch Key Way D R Horton Carrie 407-947-5600 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. r ?�' D �O -engineering ❑Public Works ❑Utilities lFire ,Zoning (Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL 1S CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION ****NEW SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: 06/16/05 05-1781 368 Conch Key Way D R Horton PHONE #: Carrie 407-947-5600 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. -------�-ng CONDITIONS: (TO BE COWLETED ONLY IF APPROVAL 1S CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION ' ****NEW SINGLE FAMILY RESIDENCE***8 tA DATE: 06/16/05 Z =, PERMIT #: 05-1781 N • ADDRESS. \o 368 Conch Key Way " f' `� CJ `^ ` E CD ' CONTRACTOR: D R HortonCL toCi - C eJ C� _a co PHONE #: Carrie 407-947-5600 z The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. OEngineering ❑Public Works tiIitie �� Wire lZoning (Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 6/17/05 09:35:21 Location ID . . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5=View detail Opt Description 265105 29.19.31.501-0000-1120 368 CONCH KEY WAY D R HORTON _ PLANNING & ZONING COMMENT _ CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES Free -form information CELERY KEY SUBDIVISION SW DEV FEE $1700.00 WA DEV FEE $650.00 BP05-1781 PD 3-10-05 SEE REC#7579 3/4"WA METER SET FEE $190.00 PD 3-16-05 REC#7579 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel F16=Related pty data LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 6/17/05 09:35:48 Location ID . . . . . . : Parcel Number . . . . . : Alternate location ID . : Location address . . . . : Primary related party . : Type options, press Enter. 5 View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 278325, 29.19.31.501-0000-1120 368 CONCH KEY WAY D R HORTON Free -form 1"RC METER REC#7579 information SET FEE $235.00 PD 3-16-05 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel F16=Related pty data FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 200E ELEVATION CERTIFICATE Read the instructions on oases 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 368 CONCH KEY WAY CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 112, CELERY KEY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: Ll GPS (Type): ( #90 - ##' - ##.W or ##.#####� ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of fbod'crg) 12117CO065 E 4117/95 4117/95 X NIA w. a iuiwic u is auuiw ui u ie Dabe riuuu tlevauun ttlrt) oaia or Dase 0000 cepin entema in bg. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Ct. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction* ® Finished Constriction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately 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, ARIA, ARIAE, ARIA1-A30, ARIAH, ARIAO Complete Items C3.-ai below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ®No ❑ a) Top of bottom floor (including basement or enclosure) 15. 8 ft.(m) CU Elb) Top of next higher floor NIA. ft.(m) (n ❑ c) Bottom of lowest horizontal stnictural member (V zones only) WA . —ft.(m) 2 ❑ d) Attached garage (top of slab) 15. 3 fL(m) E ❑ e) Lowest elevation of machinery and/or equipment W m servicing the building (Describe in a Comments area) 15.3 ft.(m) E ro ❑ 0 Lowest adjacent (finished) grade (LAG) 14.9 ft.(m) z' m ❑ g) Highest adjacent (finished) grade (HAG) 15. 2 ft.(m) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 U ❑ i) Total area of all permanent openings (flood vents) in C3.h 0 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 certiricate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: JAMES JAY JILES LICENSE NUMBER: 4997 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK FL 32789 SIGNATURE A .4 DATE TELEPHONE 6116M (407) 426-7979 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. For Insurance Cornpany U BUILDING STREET ADDRESS (I dudng Apt, Unit Suite, ardor Bktg. No.) OR P.O. ROUTE AND BOX NO. PoLy Number 368 CONCH KEY WAY CITY STATE ZIP CODE Canpany NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT ❑ Check here 'If attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is natural grade, if available). - ft.(m) _in.(cm) ❑ above or ❑below (check one) the highest adjacent grade. (Use E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(=) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery ardor equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or oommunity- issued BFE) or Zone AO must sign here. The statements in Sections A, A C, and E are oon d to the best of my krWedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here 9 attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A; B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMAissued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE10CCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME SIGNATURE COMMENTS TELEPHONE DATE ❑ Check here 9 attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT 'CIF SURVEY DESCRIPTION: ( AS FURNISHED ) LOT 112, CELERY KEY, AS RECORDED IN PLAT BOOK 64. PAGES 85-96 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 1"= 30- GRAPHIC SCALE 0 15 30 w NOTE: KEY HAVEN DRIVE 50' RIGHT OF WAY PII--- --------- f,l ,ol N I I 1 0 I^N8856'00'W OI 30 - zs.00. --- ro I O 1. Z3 1 0<ic I Y a Z . PC 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. FOR THE BENEFIT AND EXCLUSIVE USE OF: D.H.I. TITLE OF FLORIDA. INC. FIDELITY NATIONAL TITLE INSURANCE CO. OF NEW YORK JEFF R MANESS DHI MORTGAGE COMPANY, INC. LOT 111 LOT 110 115.00' 1 S89'56'00" E I I 5' DRAINAGE h UTILITY EASEMENT _---------- N'---------------------------- N-------------- I ------------ I �I O Fi5 I !• I r• 46.6 •• CPVTRED •.9.U': IO 29.2' Ih5.5' ° COVERED ENTRY ONE STORY . • ., 3.7' CONCRETE BLOCK RESIDENCE LOT 109 ;•j .rt':•FF �•�•f, ;= �. .i •�'I' FINISH FLOOR ^ ELEVATION-15.64 N LOT 112 ?� If,FFW�11 o 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 06-13-05. UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO. 120294 0063 E. DATED 4/17/95. AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. ON THE SOUTHERLY LINE OF LOT 112 (FIELD DATE:) 03-17-05 SCALE- 1" = 30 FEET APPROVED BY: SJ JOB NO. ASM47036 DRAWN BY: O [:]Up I;� -------6 --------------------------------------------Is 5' DRAINAGE A: UTILITY EASEMENT I 115.00' f N89'56'00"W REVISED: FINAL 06-13-05 DLC FORMBOARD02 03-29-05 VH FORMBOARD 03-25-03 VH PLOT PLAN 1-23-05 DLC LOT 108 LOT 113 LEGEND — ' . ' — ' . BUILDING SETBACK LINE - - CENTERUNE — RIGHT OF WAY LINE FND NAIL AND DISC Jy..24 EXISTING ELEVATION LB 05736 (06-13-05) r+� ® FND 1/2' IRON ROD AND CAP I I CONCRETE LB 56393 (06-13-05) LB LICENSED BUSINESS CNA CORNER NOT ACCESSIBLE LS LICENSED SURVEYOR A DENOTES DELTA ANCLE PSM PROFESSIONAL SURVEYOR AND MAPPER L DENOTES ARC LENGTH PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE (2 PER PLAT PI DENOTES POINT OF INTERSECTION MEASURED PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND PT DENOTES POINT OF TANGENCY C/W CONCRETE WALK A C TYPICAL AIR CONDITIONER S/W CP SIDEWALK CONCRETE PAD CBW CONCRETE BLOCK WALL CS CONCRETE SLAB RP RADIUS POINT C CHORD LENGTH OHU OVERHEAD UTILITY LINE PK PARKER KALON ID IDENTIFICATION R RADIUS POL POINT ON LINE AMERICAN SURVEYING — MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB86393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 PCC POINT OF COMPOUND CURVE POB POINT ON BOUNDARY iEREBY CERTIFY, THAT TIiIS BOUNDARY IRVEY, SUBJECT TO THE SURVEYOR'S NOTES INTAINED HEREON MEETS THE APPLICABLE INIMUM TECHNICAL_ STANDARDS' SET FORTH ' THE FLORIDA BOARD OF PROFESSIONAL IRVEYORS AND MAPPERS IN CHAPTER G17-6, FLORIDA ADMINISTRATIVE CODE IRSUANT TO CHAPTER 472.027, FLORIDA 'ATUTES. • ��i�os FOR THE FIRM JAMES JAY JILES PSM #4997JAMES JAY JILES PSM DATE 5-06-20 3 7 : 0JAM F kuM .:t�cf••C'r... ;e.'!If.(,Ylvr'Y+Cye.Yre!�.•rfA'�iY'•'Icr ;r iY�r •�..�•�f.••:i'�:' •• CrTY•OFSAHFORD pERtiIIT APPLICATION �D� Q Delc: 2,(f Permit Y : " U C a Job Addresi: pcycriptlon yr Work: Value or Work: S Nlstorlr Dlslrlcsl 7.nning: Plumbing F'irc Sprin�cr/Alarm Pool _• .. _ Mechullcal r c/ i mll TY iI I�VI)d•() Elevnieel : Tem orluY Pole �. (. Q �• �' - Chinke or Scrvicc P r Addition/I,llt►uion C11c. R vircd) ➢S Duct �Youl & EncrYY �IKjr��i:•�(w �trYlFt•�.a o(,�M � • • • Now )A446nlatti: Rceldonfl0 Non'Re+i enlill Replsejrtt<nl`wcr Lines r ofG'" Lines i of WilcT tx $ plurnbin`/ NeW ComtnerCIIII: 0 of.Pixtula Plumbin� Repair - Rcsidcn(ial or Com nerciel plumbin`/Ncw Rcsldcgllal: Y of Water Closols Total SQuirs Youtngi: —.- Rcsldrrsll�l (;gm�l �Indusrri�l 0eeupaney TYIx: mcralr100d Lobe: , (FCNIA form requirud for othrr I— ( storlils: M.of'nsYclllaj Unln: , Proof of O_ncflhlr n II +I D%zcrlptlon) ().nC'r, Name 6r Ad ree+: Z$ Zz ►hnnr: Co'nlr►fterNama4Addrfu: SmoLlcuri. Numhfr: aIL�Lr1 Conlrcl Person: Dondin( (:nmp+ny: -- AddIhiortgit;g Linder: — Addf-SV Phone: Arclllt•ctlEn;lnccr: •----�—' F'ct; -r'— AdJn,l: Applie+(ion le hu eby msde (o obuln ► permi( Iv pcKoo the worrk and I ullldyions of asindicisixti.lawa regvl+Iln� Ica.x(weliors (n (h if jurvdiction. hl VIIII J hyl nos<7,n:.' I+sI us a 4permll secu end thel all Work well ba OR ➢AOLS, FURNACES, BOILERS. Hf.�, 7ANK5, tad rE POI must be eedure0 for ELECTRICAL WORK. iLUMAINO, SIGNS, weLL3, Am CONDMONERS, f:la. t, �. AFF14A�1T: 1 csniry Iha{ +II orthq (On=oinj Inror radon G +ccunts +nd ttut +11 .,xk F C be done in cM Fj9*� )A �+ d, S .p9liIN Y 1, R PA s �M {� Nd +onya• WART1(T!0 TO OWN6R: YOUR FAILURE TO RECORD A NOTIGB OF COA(1�tENC2Mhu'r )AA RESUL7 IN 09 A PAYf1 C T1V)CE FOR IMPROVEMEN7S) O YOWL PR OUR NOTI( OP COMMI;NCMf OBTAM FINANCWG, CONSULT wrTH YOUR LENDER OR AN Ar)'ORNEY BEFORe g th,(m:Y be found in Inc publ,e rc;Jr•)1 0: n( tluj u, lu tr �mcit 1, a icdmt ,;rncica. CI4 E: In eddlllon to the rc0vir<menU or this porn+it Ihtte nvy be +t7dihen+l rutrlWons +I+(+lis " to thll pro➢ rry At this counry, ►nd Ihfxt rtvy be eddlJonrl pertniu raQvllod ham olha �ovpnmrnul rntina loch +s �+� rr+tuloC AUePtunec orpertnll Is vcrirletttion Ihw I will notify the owner of the property yr the rtQuircmon Illor a II W, t) _ nmctm/A c it Oats ••_ �- iip»lurt ur Co Sign,lurc urOWnrr/AFenl• U7tG 1 w \C e .• .•• rrint CWnn-=jC1/A unt•A me Prins Owner/AYenI'I N+n1+ _ _ Siqn,tvlc or ' Butt nl FtonJ; Uuu SI�J17.... or Ntrl�ry.$Iale nl Flnntla.. O, w (:untnelnr/A;enl IzV.f4f,I%);Iy Y119 m IVMr n . Ycrtunnnv Knn,vn iv We ur R'odvcvd 11) I;iMovs: ___... 0). .. (uuin�:..•• (4t ti,l n I),u) (I,,lut h• I)au• nr PLll Al•IU7\' Alrl'Il0V17.0 Illy: II Idlt• ....i.. � I)aIu) (I ratios � O+Ic) Marie A. Zettlemoyer rp-,, Commission #DD221380 •': • Expires: Jul 15 2007 Bonded Thru Admttic BondinQCo- IM, -03720d .I 2 t SSAM-1 1= RUM I '• I T!. :. :A W'd %Q CtrYUp6ANPdRDr6RMtTArrLtCAT10NIX �•i1'1' ! C� Dale: CC ...�• Dj,r� ellpllou bf Work: ((Ulorl! Dlafrtcf: ____ {�n -Lonlog: _ Yaluc ni Works i rtwmll Tntol nulldlno Pintericai Medutnkal Plunilks--)L FiroSptlnklct/Alenn - Pool Ller lti!!I; New SiArvioe —p ofAMPS Addilinn/Altmtian Clsarrae orSetvice Temporary Pole mtehanItal: Rnitiergial --X— Non-ReAdentikl Iteptaoattteilt Now (IAtct Layvut,& Healy Olio. Roquired) Plumblut/ NeW Cotntrtetdal: ll of FlxMm N of Water & Bawer Llnct R of OaS Lints jtlumbltit/fdettr iRasWenfjirl: /1 of Water Qwcb�_ rlumbl■t Repair — Retidendal rn or Comer .191 trhii OeeLpdney Tppfrt RbIlIkiaw •�— Commercial Industrial Total Squltte Foolaet: ioNnnttuou Typt: - 0 a(Swia: L 4 o(.DvvtMna Vnita: Ftiood 7AW: _� (PrMA f►r., rea.lr.e fora►.. tA.. X) 1 ' • rsrtll g: e Nam1 4 Adbuk (: +atratlo� IVarttl Q Addttti: A�vlxl�j Beedlhot Contpahy: AdJiro' ist t Montag,k Under: _ Addraet: AtAllotulinpineo►: Addtita: , IPL tnaaoa r roar or vnast-ealp st tAgal t►aatrfroottl Manta: L-9-a o-0— - ,�hl c`__ _I'A Ali S�.rl-lam►, _ Stoic Utentt Namber: C 1'- L Contact rertoa: (]lik�fa.net� Potent: F.c: Application Ia htnby mado to obuln a permit to do the unit and btstaltatbna to indleated. I etniry that no wmk or installation has commenced pilot to the laNanee of a permit and lint all wak will be perlbarsed to moot tokadards of All twit rcgt taunt construction In thlt jurisdlctloo. 1 udenuod drat ■ aeparsie 04rtbit mint bt Secured far BLUCTRICAL WORK. ►I.UMnINo, SIONS, WULLS. POOLS, rURNACBS, BOII.BRS, IIEA I PRS, TANKS. and AIR CONDITIONERS, ese. OWNER'S Ai'pIDAV -1 testify that all of tin Ibrogoing lefotmadon Is aoearue and the, all -art -111 be done to camplionce with all applicable Iswt motttat;uR oontnuclien a A toning. WARNING TOOWNBR: YOUR /AIIAIR010 RECORD A NOTICS OF COLIMENCe1.(eW MAY RESULT W YOUR rA Yltl(1 tvilCB FOR I %frROVBM6Nfs TO YOUR rROPBRTY. 1/ YOtY lNr5ND TOOBTAIN FINANCEN(1, CONSUI:r WITH YOM LENIIER OR AN ATORN&V IIEFORB RBCORDINO YOVRNOFICEOFCOMMENCEMENT. NUIICE,Ina ddlllos to the roqulramense of this perm1% there may be WitlOnal reitrfotloM arpllaable to this ragtcrty tout his be food to the publlo r, car& of this county, and there may 4o additional pesmha roquleed Ruin other govefnmenral eat)tfes tech at water manegameal districts, state arencta, or foams, agenc:ed. Atteptarioe of pe It Ie •cllfitation I godly talc otrnar f the property of the require to of FI I.Im (ew, rS ?13, 3 fuse of Owner/Agent Dare Si a of ion cIeAAgcnt Dare Print Owa Mgent•s N■e rrf snuactedAltriVs Name l• Slgnonrte of No ty•Sul f llalda Dist, Iprran�yyS Florid■ Oue— DEBBIE BL7INTON "'�e)(Carolyn J Merritt MY COMIu;�I$ �Q(b� OwAlr/Agar _Temptp)taIly 1( em to Mt Or Cenlra rot t on. t 91 _ rood My t.Ommission DD370586 eevtt " frill iliES: February 25_2007 °p M1a° Expires January 07 2009 I Aooa�1n74Rv FL Notary 11 scouns Avoca Co APPLICATION APPROVnD fly: Uldg: 7.anlnt;, Utitidu: _ __ __ (Initltl A Israel (Iniga i t>t.e.l rinldJ 4 Oatr 1 (Inl rd tot Date) Spools, Conditions: MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05624 PG 0973 THIS INSTRUMENT PREPARED BY: CLERK'S # 2005031199RECORDED 02/23/2005 12:25:40 PM D.R. Hortonn,, Inc. Patricia L. n RECORDING FEES 10.00 Inc. 5850 T. G. Lee Blvd., Ste.: 600 RECORDED BY G Harford Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 5850 T. G. Lee Blvd., Ste.: 600 Orlando, Florida 32822 NOTICE OF COMMENCEMENT (Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot 1'12,113,114,1 15, &116 Celery Key Plat Book 64, Page(s) 85-96, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 5850 T. G. Lee Blvd., Ste.: 600, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 5850 T. G. Lee Blvd., Ste.: 600, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Address: Phone #: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(I)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Ex iration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): --7 (Corpo STATE OF FLORIDA COUNTY OF ORANGE -b The foregoing instrument was acknowledged before me this I day offc 2005 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc. a Delaware Corporation, on behalt ot the corporation. He/She is personally known to me. Notary Public, State and County Aforesaid R o •• MICHE LADEK Notary Pue of Florida p My CommkDec 1, 2008 Commis376042 Bonded Byotary Assn. Notary Seal t� '� to CE1�-win w? `� pM�' ' * AA" ' E M }; tM o &.0-D t.-7 k-k (� -1p- • / CITY OF SANFORD PERMIT APPLICATIC'�� Permit #! : t I � ( , � .• Date: Job Address: Description of Work: => — K ) J Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporhiy Pole .. Mechanical: Residential Non -Residential Replacement New (Duct Layout'& Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer'Lines , # of Gas Lines' Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or o7rr m Comercial i. Occupancy Type: Residential _/ CommIercial Industrial Total Square Footage: [ C��" @ �1"1 Construction Type: $1 �, # of Stories: # of Dwelling Units: Flood Zone: �� (FEMA form required for other than X) Parcel #:-4 — I — 3) 0 (Attach Proof of Ownership & Legal Description) Owners Name & Address: n _ , . �/ �� 2 Phone: Contractor Name & l Addrelfsse��2Q� 1 50 T- G. L d` aStIte S IGicee �tYgmber r-- - 1. a' Phone &Fax:�I07-aQ(j �%��=o;�Q- t J. erson - Phone���Z- Bonding Company: I,Mt Address: Mortgage Lender: �f ' - •:_ Address: Architect/Engineer: E�j • I �'-' Address�l � 1 � ` 1 i Faxt% - Ensta Application is hereby made to obtain a permit to do the work ant!sdicated. �i, harno work or ins + 'on has commenced prior to the issuance of a permit and that all work will be performed to meet 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 of 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: In addition to th uir its of this permit, them may be additional restrictions applicable to this property that may be found in the public records of this county, and there ma d nal required from other governmental entities such as wa management districts, state agencies, or federal agencies. Acceptance of permit ' e ' o at [ II notify the owner of the property of the requiremen of Fl ida Lien La , F 13 Signatur of Owner/Age Date Signature of Contractor/Agent Data Lt�ar�>JIc�- �• Law Print Ownpr/Ag e -La MPC n Ctor/A Namc, /1" a q (f, -i-F-eB-oSI Signature -deg- of Notary -State of F orida Date Signature of Notary- rate of Florida pate MICR LLE Cs'.nBLADEK MICHELLE CEBLADEK A1�ilY�rson8rfe�rioFi ,':"'y�,�prnntC ° tNAt �r�blic tranmor E�r '=Commission OF i„ ' � By National Nata n. '",OF",,, , ' Bonded By NationAssn. APPL 65 Zoning: :li es: nitial & Date) (Initial & Date) (initial & Date) (Initia Special Conditions: ��0�•.�Q o Limited Power Of Attorney I hearbv name and wooint: Cram Coul and Michael Robinson each agents of D.R. Horton Inc. To be my lawful attorne, in fact to act for me and apply to The Building Department of - The City o For a residential permit for work to be performed at: Lot # : I I3— Subdivision : Address: And to sign my name and do t are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number a�:�z Signature ofContractor This foregoing instrument was acknowledged before me this I day of , 20C j By: Richard B. Ladd ( Contractor) who is personally known to me and did not show identification. State of Florida MICHELLE C. BLADEK County of Orange �'�r ��'�t Notary Public . State of Florida e ; :, *Commwm Boss Dec 1, M -y otary Public Signature '-3,«; Comm�"# ° 1~> CITY OF SANFORD P.O. BOX 2847 SANFORD, FL 32772 PHONE # (407) 330-5630 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL NAME) NAME SERVICE ADDRESS MAILING ADDRESS FAX # (407) 328-7367 TURN ON DATE SINGLE FAMILY RESIDENCE ✓ MULTI -FAMILY RESIDENCE COMMERCIAL C�wrler - e� i SOCIAL SECURITY# HOME# NA OWNER OF PROPERTY I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS_ I MUST PA NSI ►[n SIGNED; DEPOSIT AMOUNT $ APPLICATION FEE $ _ OTHER FEES $ TOTAL $ F WILL DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT ❑ 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) 0 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: ❑ a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. ❑ b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) ❑ C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. ❑ d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing inter and exterior. Show all components of wall section. o e. Framing plan for floor joists where conventionally framed. Plan to indicate span, size and species of materials to be used. ❑ f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. ❑ g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. ❑ h. Square footage table showing footages: Garages/Carports —S.F. Porch(s)/Entry(s) 76 S.F. Patio(s) _D-a. S.F. Conditioned structure 176) n S.F. Total (Gross Area) ZI 0 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) ❑ 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 0 5. Other submittal Documents: ❑ a. Utility letter or approval when public water supply and/or sewer system connection to be made. ❑ b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. O 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNEWBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tie beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical fi7�' lumbin final 14. Building final 15. Other ) _ 7 DATE SIGNATURE (By Owner or A�PIMIN�. �PT Sentricon* Colony Elimination System Pretreatment Plan Agreement Dace of Install : Contract Number Same'D.'�. kcO "t'm-� address 5�.�.� Vd,6co city/State/zip Phone S. Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS Quarterly Payment Amount (First payment due on the Install Anniversary Date) Any payment deemed 30 days past due Nvlll result In the cancellation of this Warranty and Justify removal of the Sentricon System, Name Address Clty/State/Zip Phone & Email CeAerz& 2c.c -NOTIFICATION STICKER LOCATED: 'flu DAMAGE REPAIR WARRANTY From the date of lnstallatlon of the -Sentrlcon* Colony Elimination System, Apex wl11 -arrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed 51,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer, THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVERNTHE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date Customer or Agent Signature, Date Apex Pest Control Inc., (Apex) will, In substantial compllance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained In literature provided by DowElanco: 1 Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s), 2. monitor those Stations for twelve months from the dato•hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and 4. during those years, inform the -Customer of: a. any new or Increased termlto activity noted at the Stations b, any addition or. removal of Recruit* of Recrtalt* termite bait; and C. any observed 'effect of the Sentrlcon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commltment following the original twelve month obligation, The Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to. the terms and conditions agreement for �" Sentrlcon er quarter (3mo period) payable on or before the end of the previous monitoring of this the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount not o Per vicar. g period, After to exceed 10 /o The Customer'warrants full cooperation with Apex. during the term of this Agreement, and agrees to baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood.soil co under peer type structure, or as noted In "Special or Additional Comments", The Customer also agrees o notion the arcand eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or of contact, standing water. the areas) balled. At no time will damage caused to an g to notify Apex of and Insect Infestation, be the responsibility of Apex In areas where any of the conditions described otherwise Into, onto, or under Y re any of a the conditions described even by s' active wood destroying of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility In thls�Paragraph exist, Failure DISCLAIMER: COMPANY DISCLAIMS P lbtltty under this paragraph, INCLUDING STATUTORY W ALL OTHER WARRANTIES 'MERCHANTABILITY, FITNESS RA q ES, AND SPECIFICALLY PURPOSE, ' ��R EXPRESS OR IMPLIED, AND SPECIFICALLY DISCLAIMS ANY IMPLIED W FURTHER, COMPANY HAS MADE NO OR WARRANTY OF WORKMANLIKE OF SERVICE PROVIDEDHEREUNDER 'PION OF FACT OR PROMISE OF TO MANLIKE SERVICE, Customer expressly waives annddtre easeess anly claimHs'In CREATED OR AMOUNTED T0� THE -PRODUCT OR negligence, torts, personal injury, death, violatiexernon of any statutuential,e, rule, or regulation loss EXPRESS WARRANTY Y ule arbitration or other legal proceeding against Apex for event sh 11 Apex bellable�for any amount greater that Punitive, liquidated, treble, orspecial of use, diminution of value, economic, t amount paid by the Customer to Apex for the service to be Performed.no SENSITIVITY/PHYSICAL FACTORSt Customer understands and agrees that (I)It Is the responsibility of all family members, vlsitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatment mny have and (2)lt Is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any -allergy or, sensltivlry concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS B� specitic reference hereto, the Customer understands that the,general terms and conditions are hereby made part of this contract and Apply without exception. 1. DO`VELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTSt The Customer understands that% All components of the Sentricon *System (Components) are and will remain to property of DowElaneo. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use is Installed by Apex on the Customer's premises under this agreement. On expiration or termination of this Agreement, Apex and DowElaneo or Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon" System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite pr'otectlon or discontinuing the relatlonship(notet Conventlonal "liquid barrier" method of termite control may not offer An effective means of controlling certain termite Infestations of certain structures. In such' event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.): (3)if the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet recelved;- (4)lf the Customer elects to discontinue the relatlonshlp, or if Apex cannot offer an effective dlfferent.form of termite profectlon, refund to the Customer an amount equal to the fee paid for services not yet recelved, andt(S)retrieve, or advise Do)'vElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElaneo or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this. relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identlfled herein as of the date of the Initial Installation. Prior tol (1)thc Structure(s) being structurally modified, altered, or otherwise changed on (2) to any termlticide being applied on or close to the location of any Station, or; (3) soli Is removed or added around the foundation, or; (4) any tampering -of baiting equipment or supplies occurs, the Customer will immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may vold this Agreement. Additional services because of any alteratlon, addition, or other such event, may be provided by Apex At the Customers expense, and may require and adjustment In the annual fee, DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder in avoidance of damaging any pan of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused nt the time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located Ir Merritt Island, Brevard County, Florida. In the event of fallure to make payment when due, or any other default by Customer (1) Apex ma; Without notice., terminate this Agreement and pursue all other available remedies, which shall be eumufat(ve, and (2) interest shall accrue a the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred b: Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement I held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force an effect. CHANGE IN LAW. In the event of a change In applicable law as It pertalrts to the services promised herein, Apex reserved the right. i revlse•the annual extension charge or terminate this Agreement. DISCLAIMERICONDUCIVE CONDITIONS Apex's ilabillty under this Agreement will be terminated If Apex is prevented from fulfIllir Its responsibilities under the terms of this Agreement by any reason of delays in transportation, *shortages of fuel/or materWs, sttlkc embargoes, fires, floods, hurricanes, storms, quarantine restrictlonk or any other act of God or circumstances beyond the control of Ape Apex dlsclAlms any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not responslblc for; (1)termite damage- resulting from water leakage; (2)termite damage resulting from 'masonry failure or grade alteratlor (3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (S)areas of existing damage unless areas have be repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arlsing hereund Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures commercial arbitration of the American Arbitration Association or any successor organlzatlon, and In accordance with and subject to all provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et sea' 1 proceeding shall be governed by one Arbitrator, and the location of Arbltratlon will be Brevard County, Florida at the offices of Apex or designee. The arbltrator will have the complete power to determine All Issues of fact and iAw, And Any determinatlon of the Arbitrators be final and conclusive, and binding on both parties. Customer Agrees that Any such arbitration shall be -conducted on an Individual ba End not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE ACREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties no other rcpresentatlons of statements will be binding on the parties. relieved of any liability hereunder If Apex determines, In Its sole discretion, thAt REFUNDS. Apex at Any time on or After 36 (thirty-six) months from the Initial dAte of Installation, terminate this Agreement and It Is unable to prevent or stop further damage to Prop from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In wrltln The Apex Corporate Ofnee, Apex Is only obligated to perform under this Agreement If the Customer Allows Apex Access to the Identi ed to re -Inspection, whether the Inspection was rcquc Property for any purpose contemplated by this Agreement, Including but not limit by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date. After Initial 12 (twelve) month period, Customer may transfer or Assign this Agreement with A DTp� (thirty) days of the transfer of the treated Property, transfer fee payable to Apex wlthl 'Trademark of DOWEIsnco Brevard Area 508 S Plumosa St. Merritt Island, FL 32952 407-459.2847 800.929.2847 Orlando Area 7006 Stapoint Ct. #G Wlnterpark, FL 32792 407.8S$-OS40 888.764.2847 TAmpA/Sarasota Area 5314 FAulkenburg Rd N Tampa, FL 33$10 813.221.2847 877.459.2847 l.. Permit q .Job Address: CITY OF SANFORD PERMITAPPLICATION Date: 3 as -ems Lnl� 1 ` 2- Description of Work: Lou--) yokcrla.0 - `1)0i `A _6AA _I I listuric District: Zoning: Value of Work: S L6(.(i 'K JI•�LZL-�C Permit 'I•ype: Building Electrical �— Mechanical Plumbing __ Fire Sprinkler/Alarm Pool Electrical: New Service - N ol•AMPS Add ition/AIteration Change ol'Service •I-emportuy Pole Mechanical: Rcsidentiul Non -Residential Replacement New (Due[ Layout & Energy Cale. Required) Plumbing/ New Commercial: N of Fixtures H ul' Waler & Sewer Lines H of Gas Lines Ilumbing/New Residential: N of Water Closets ---_— Plumbing Repair - Residential or Commercial Occupancy Type: Residential V Commercial ___ Industrial Dotal Square Footage: Construction-1•)-pc: fl of Stories: I/ of Dwelling Units: flood Zone: (FEMA form required for other than X I ' I I Varcel tt: (Attach Proofof Ownership & Legal Description) '7 e -a--�1 rrl i1 A _ Owners Name & Address: � - riR 5[ TCn 1 O P PAVH �Pl� 01 1al lll0 oZ�r�1 Phone: OR- a 0 - ba0C 4 Bonding Company: Address ::- -tgage Lender: V Address' i :\rchiiect/Engineer. Phone: { Address: Fax' i 1 Application is hereby made to obtain a permit to do the wort, and inslallauons as indicated I certify that no work or installation has commenced prior to the u.uance ol'a permit and that all work will be performed to incei standards of all laws regulating construction in this jurisdiction. I understand that a separate j permit mull be secured for ELECTRICAL_ WORK. PLUMBING. SIGNS. WEI.I.S• POOLS. FURNACES, BOILERS, HEATERS, TANKS, and t AIR CONDITIONERS, etc. OWNERS AFFIDAVIT: I certify that all of the foregoing inforinaiion is accurate and that all work will he 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 IMPROVEMENT'S TO YOUR PROPERTY. ll YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ; ATTORNEY fIEFORE RECORDING YOUR NOTICE OF COM\1r:NCEMF-:N'I'. NUTICli In addition to the requirements of this pennn• there cony be additional restrictions applicable to this property that may be found in the public records of this count?•, and there cony be additional permits required from other governmental entities such as water manngement districts, state agencies, or fedeial agencies. Acceptance of permit is verification that I will notify the owner ul'the propeny of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Lute Signature of Contractor/Agent Date r Print Owner/Agent's Nwnc Print t cwr/A enl' No Signoturc of Notary -State of Florida Date Signature of Notary -Stale of Florida Data•••" � �••""' MULLIN �gmmfi Opp36at51 °y,►i:;''' Expires t1I2noos Owner/Agent is _ Personally Known to Me or Contractor/Agent is P; �1y gn4Bwn &W moo)432-4254; Produced I D _.__ Produced I D "'I".� �'.- ry AS 1'•• Inc -- --- --- --- ... '—flonde.... :........ ..... ...................i :\I'PLIC•ATION APPROVED BY: Bldg: Zoning- Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: �! PLOT PLAN DESCRIPTION: ( AS FURNISHED ) LOT 112, CELERY KEY, AS.RECORDED IN PLAT BOOK 64, PAGES 85-96 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 1"=30' GRAPHIC SCALE 0 15 30 BUILDING SETBACKS FRONT: 25' REAR: 25' SIDE: 7.5' CORNER: 25' PREPARED FOR:... DR HORTON LOT 112 CONTAINS 8050 SQUARE FEET t THIS STRUCTURE CONTAINS 2190 SQUARE FEET t TOTAL CONCRETE 641 SO. FT. t TOTAL SOD 5219 SO. FT, t KEY HAVEN DRIVE 50' RIGHT OF WAY PI I . I LOT 111 I ,R yo .115.00' 1 N89'56'00"W --_--25.00'_-- N89'56'00"W I r= __ 5_ DRAINAGE & UTILITY EASEMENT_ 010 v 1 _ A — . _ . _ . — _ . _ . — . _ _ _ _ N Ji 1 p� ^ iZ1 I^ 8 I 29.2' �5.5. ci -3.7' w i Ic < PROPOSED 1O I — r ~ O '^"'�'•.�I'.'�'+�••�� ':•�:.'-' •. t'.;:.:-�.�: ,r-: ram:.� 1749 C� FINISHED FLOOR0Z rvI Va • �'1;. Vw .� ELEVATION-15.41 0)— Z O +' •..,;;�,:: .. a• of ' ;.i I J a < w 3 I ; �• Z A/C 0 Z I ____�._______ _ _________________________ ____________ ' (PROPOSED I (`— 5' DRAINAGE & UTILITY EASEMENT INLET 0 NOT FIELD N r rr LOCATED JJ 1 1 PC 1 - 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT, THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SETBACK LINES SHOWN HEREON ARE PER DATA FURNISHED BY CLIENT AND ARE FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO. 120294 0065 E. DATED 4/17/95.AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE I BEARINGS SHOWN HEREON ARE BASED I ON THE SOUTHERLY LINE OF LOT 112 BEING N89'56'00"W, PER PLAT. (FIELD DATE: ) SCALE: 1" 30 FEET APPROVED BY: SJ REVISED: 89 56 00 W 115.00' . LOT 113 • U'Av r OF LEGEND BUILDING SETBACK LINE MLW - — - CENTERLINE POO — — RIGHT OF WAY LINE POL PROPOSED ELEVATION PCC POC PROPOSED DRAINAGE FLOW OR PIT CONCRETE G ' LB LICENSED BUSINESS L C B. LS LICENSED SURVEYOR PC PRM PERMANENT REFERENCE MONUMENT PT _ PCP PERMANENT CONTROL POINT PRC ' (P) PER PLAT PT (M) MEASURED TYP (CALC) CALCULATED A/C FND FOUND CBW • C/W CONCRETE WALK RP S W SIDEWALK R ' P CONCRETE PAD CS PB PLAT BOOK' PGS PAGES R/W NG SO. FT. NATURAL GRADE SQUARE FEET ocu AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 1030 N. ORLANDO AVENUE. SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 0 0 J Do 0 I- 0 J MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENCT14 DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETE SLAB CHORD LENCIH RIGHT-OF-WAY OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAT. OF A. FLORIDA LICENSED SURVEYOR AND MAPPER. / FOR THE _ FIRM JAMES' JAY JILES PSM #4997 DATE JOB NO. ASM47036 DRAWN BY: PLOT PLAN 1-25-05 DLC Lies::+p_._n c, V-1o:•:. rtis:o:-ic D's::`ct: Zonirg. a'ae oY Pei•-±:, Type: Building Elechical Mechanical Plumbing Fire Sprinkler/.Alan Pool Elect: icol: New Service — # o1:AleMPS Addition/Alteration Change of Service Temporary Pole Mechanical. Residential Note -Residential Replacement New (Duct Layout R Encrgy Calc. Required) P;umbing/ 1'devy Commercinl' # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing IP.epair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Purcel #: Owners Name L•• Address - Contractor Name St Addlo& (Attach Proof of0%vnership n Legal Description) Phone: LieeAL T G. DLLUJ RURSn Phone & Fa:: Contact Person. CAQQ1348 Bonding Company: Address: Mortgage Lender; Address: Architect/Engineer Phone: Address. Application is hereby made to obtain a permit to do the %cork and installations as indicated. I ceitik that no work -.I Installation has commenced prior to the issuance of a permit and that all %cork %edt he performed to meet standards 017311 laws regulating constriction in this jur kcliction I understand that a separate permit must be secured Ibr ELECTRICAL WORK, PLUMBING. SIGNS, WELLS. POOLS, FURNACES. BOILERS. HEATERS. TANKS, and AIR CONDITIONERS, etc. OWNER'S .AFFIDAVIT: I certitj'that all of the foregoing Information Is accurale and that all wort, olll he qp construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMME TWICE FOR INil'RO\'EMENTS 1-O 1'OLIRPROPERTI'. IF YOU INTEND TO OBTAIN FINANC'IJrG. 0 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT 7 NOTICE • In addition to the Iequiremems of this permit, there may be additional restrictions ap cable to 1 this county, and there may he additional permits required from other governmental entities s as %vatei-A Ee with all applicable Ia%vs regulating vlAY RESULT IN YOUR PAYING H YOUR -LENDER OR AN Ili r be I 115cis, state Acceptance of hermit is verification that l will notifv the owner of the property of the re�rementsy�Yorlda a%%. FS 713. Signature of Owner/Agent Print 0%%ncr: Agent's Name Date Signature of Noiarv-Mate of Florida Date Owncl%Agenr is Peisonall.. Known to Me or _ Produced ID APPI.ICAT10N APPPCI\ I:U BY, 51de (In11Ial & Date) Spep ciel C ondmims. um • l'ontractor/Agcnl Contra, ton Ag�'s,j Lure of Notarn-Stare nl'FI in the he records of :I ,r federal agencies. 2 12005 PR 2 12005 DIANE CAROL TOOKMANtgn- +: .: MY COMMISSION # DD !8423! tt Contractor/Agent is PCIso F?° : ti MExP1RES: February 17, 2007 I` I'r oduced I U ' .... fF8MM Thru NMry Pub c untlerwrtel:, rya..,...-" . Zoning: 1.11 i lu ics FD. I Initial & Date) (Initial & Date) (Initial & Dater Iz- COUNTY OF SEMINOLE IMPACT"FEE:;.STAtEMENT • ISSUED BY CITY OF SANFORD STATEMENT NUMBER 105-76648 DATE:' BUILDING QS"I PERMIT N M ER' (CITY) COUNTY•NUMBER: UNIT ADDRESS: C4 TRAFFIC ZONE: JUR SD ION: 06 CITY OF SAff_QgQ_ SEC: TWP'.— G: PARCEL: SUBDIVISION! TRACT: _ PLAT'BOOK: PLAI BOOK PAGE: S-p--ff-BLOCK: LOT: OWNER NAME: ADDRESS: 5190_— APPLICANT NAME: 64 ADDRESS: F7-77-17A1 LAND USE CATEGORY: 001 - SINGLE FAMILY DETACHED HOUSE TYPE USE: -RESIDENTIAL WORK DESCRIPTION: SINGLE FAMILY•HOUSE: DETACHED - CONSTRUCTION CITY Of- SAM r U R D FEE BENEFIT RATE FEE UNIT RATE PER # 6 TYPE TOTAL DUE TYPE DIST SCHEDULE �DESC. UNIT OF UNITS ROADS -UTERIALS CO -WIDE 0 OWL UNIT S 705.00 1 s 705.00 ROADS • -COLLECTORS NORTH 0 DWL UNIT S 142.00 1 s 142.00 LIBRARY CO -WIDE 0 SCHOOLS CO -WIDE 0 STATEMENT RECEIVED BY: 6#176 �.,•- (P S PRINT- NAME). DWL UNIT S 5,4.00 1 S. 54.00 DWL UNIT S193�4.00 1 i 1064.00 AMOUNTD/UE S 29285.00 ,D (mot,6 SIGNATURE: 1' DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY,PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY- 3-CITY' 2-APPLICANT 4-COUNTY #!NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT ----OF FEES WHICH ARE DUE -.-AND ,PAYASLE PRIOR TO ISSUANCE OF •A ". BUILDING` PERMIT- PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT.; OR -OWNER, TO APPEAL V.,, THE. CALCULATIONS OF THE ROADi,'. L,IBRA.RY- S-YS;TEM.,AND/OR EDUCATIONAL:(SCH000 IMPACT 'FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS 'OF THE RECEIVING SIGNATURE DATE ABOVE9 BUT NOT LATER THAN CERTIFICATE OF.000UPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW -MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UPr OR REQUESTEDi FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREETS SANFORDY FLORIDA 32771; (407) 665-7474- PAYMENT SHOULD BE MADE TO: CITY OF SANFORD V. BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR- MONEY ORDERt AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE -TOP LEFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** **************«****SINGLE FAMILY BUILDING PERMIT******************** CITY OF SANFORD PERMIT APPLICATION Permit #: 05 — 1 %$ Job Address: _iin R i Description of Work: Historic District: Zoning: Value of Work: Date: S-S-o S Permit Type: Building Electrical %L Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Add ition/AIteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential V_ Commercial _ Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (� p (Attach Proof of Ownership & Legal Description) IC Owners Name & Address: ]) H orto ti.l -Or 0 5vs- T Cj , Lee FiCly O� SC&Lfe (000 Nf' ctnd 0 r- ( 32 Z 2 Phone: y O % SO — SZ-atz) Contractor Name & Address: IC A N G 1 jQrla^do FL Phone & Fax: _46J- 2.92= _II49 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: •r en $ 28 Z Z State License Number: E Pone, O g I y Contact Person: Latry Mreoy Phone: 401-2a2-2597 Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet 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 of 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: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. 4cceptance of permit is verification that I will notify the owner of the property ol'the require of Florida Lien Law. FS 713 <e S -s-a s Signature of Owner/Agent Date Signature o' ontractor/Agent Date C Print Owner/Agent's Name Pri Contract /Agent' N me Signature of Notary -State of Florida Date Signature of Notary -State of Florida 13161c ji Owner/Agent is _ Personally Known to M,f+IY•o„,',;,,� rttlsstO^ 24ontractorlAgent is _Personally Known to Me or Produced ID i .°;s'r04•,-, C' EQire9 �1nProductd ID gord"d Pssn..lnt .. fte�da NOtarY APPLICATION APPROVED BY: Bldg: Zoning• "'•• Utilities: FD: (Initial & Date)PZ. •••" (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Date: S -57'y.S I hereby name and appoint POWER OF ATTORNEY Larr y M6 Lo of RANGER AMERICAN to be my lawful attorney in fact to act for me and apply to the U Building Department for a LOW VOLTAGE permit For work performed at a location described as: Section Township Subdivision: Range h ke S( W a (Address of P (Owner of Property) Loth Z Block and sign my name and do all the things necessary to this appointment. JAMES D. OLIVER Type or Print Name of Certified Contractor Signature of C)Aed- Contractor The foregoing instrument was acknowledge before me this day of g g A: personally knovg.;o�e/or who produced t ication and who did not take oath. State of Florida Cou of Commission �# ���7�1�P •y�pjo •;�tAG1E 10001C.Notary C mr�''rOg A2j21 R�h6 My Commission Expires: g-9- eo^0` ary A�n�•,,..• r ENDURA PRODUCTS Fax:3366684478 Oct 22 2003 17:22 P.02 � A h i , CRTIFIED7ESTING Architectural Division - 7252 Narcoossee Rd. • Orlando, Fl. 32822 (407) 384-7744 • Fax (407) 384-7751 Web Site: www.ctlarch.com E-mail: ctlarch.com Report Number: CTI.A-90OW-5-16 Report Date: January 8, 2003 STRUCTURAL PERFORMANCE TEST REPORT Client: ENDURA PRODUCTS. INC. P.O.BOX 8909 GREENSBORO, NC 27419-0908 §11 r T Product Type and Series: Endura Ultimate Astragal Six Panel Opaque, Fiberglass Double Door by Nan Ya Plastic/ Plant -Pro Distinction with Aluminum Inswing Threshold (74"x 98") HGD-C40 w/o Reinforcement, HGD-C45 w/ Reinforcement Test Specifications: AAALkfNNVWDA 101/I.S.2-97 "Voluntary Specification for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors". Frame Components : The main frame measur+od 74" wide x 97.625" high overall. Frame consisted of two (2) pine jambs measuring 4.562" wide. x 97.625" long. One (1) frame header 4.562" vide x 72.50" long, coped and butted corner construction, secured with two (2) 0 8 x 1.75" P.H., flat head wood screws. One (1) aluminum (ZA14566) inswing threshold mewuring 4.562" wide x 72.50" Iong. Configuration: Six panel opaque, fiberglass double door unit (inswing). XX Panel: Active and astragal panel mamurod 35.75" wide x 95.25" high. Door Panel Comtruvldon: The panels art constructed of man ya fiberglass (0.075") thick S.M.C. skins. The interior cavity of door is filled with PU foam Such type. The top dt bottom rails are constructed . -1 with foam PVC plastic and measured 1.5937" wide x 1.125" high x 35.125" long. The hinge stile is constructed with one (1) piece of foam PVC plastic measuring 1.750" wide x 1.200" high x 93.250" long, one (1) piece of wood reinforcement measuring 1.4375" wide x 0.65" high x 93" l=S and orw (1) U sbapc reinforcement steel measuring 1.5937" widen 0.79" bigh x .079" thick x 93" long. The lockstilc is constructed with one (1) piece of foam PVC plasmic measuring 1.750" wide x 1.200" high x 95.250" long, one (1) pica of wood reinforcement measuring 1.4375" wide x 0.65" high x 93" long, one (1) piece of wood reinforccatcrtt measuring 1.5937" wide x 0.19" high x 93" long, two (2) pieces of U shape reinforcement steel measuring 1.5937" wide x 0.79" high x .079" thick x (43.3" long top piece), (27.56" long bottom piece) and one (1) wooden lockbox measuring 1.5937" wide x 0.79" high x 20" long. A DBK-R door sweep was attached to the r bottom rail. The astragal is attached to astragal panel. Po Glazing: N/A Cl1;Y OF �A[�a�C�• �l ( 3 N1 J�. N�•'l�••IV YY: V Page 2 of 3 Endura Products Inc. LReport 0 C LA-90OW-5-16 Weather Stripping: Head: One (1) piece of weatherstrip Eudura QEDD 650 Jambs: Two (2) pieces of weatherstrip Eadura QEBD 650 Astragal: One (1) pieco of weatherstrip Endura QEBD'650 Jambs: Two (2) pieces of Endura simple solution corner pad Bottoat rail: One (1) piow of DDK-R door sweep Hsrdware & Location: One (1) Kwiksct Dcadbolt located 54.191" fi m top of parcel One (1) Kwikset passage lock located 59.687" from top of panel Ono (1) Standard astragal located on astragal panel. One (1) Hurricane astragal with reinihrcmuW located on astragal panel. Four (4) 4" butt hinges on door frame located 6.4375", 32.562", 58.681 and 84.812" measuring from top of door panel. Sealant: An adhesive sealant was used to seal unit into rough opening . Additional Description: Each hinge was attached to frame with four (4) sc=ws, the top hinge had two (2) #10 x 2.50" phtllips eouatu sunk screw and two (2) 010 x .75" phillips courtier suck screws. The utiddle and bottom hinge had one (1) #10 x 2.50" phillips couatcx sunk screw and &tree (3) #10 x .75" phillips counter sunk screws. Hinges were attached to door panel with four (4) #10 x .75" phillips counter sunk screws. Installation: Fourteen (14) *10 x 2.50" phillips counter soak screws were used to secu specinm to wooden test buck. Six (6) its the Rama head located 6" f ern each jamb then 18" o.c. there after with two (2) at mid span duvugh astragal str&c plate. Fivo (5) in tech jamb located 6" ftm cach end 22" o.c. thcr mfter with one (1) at add span. Comment: P r rioo kxR 2.1.2 2.1.3 2.1.4.2/4.4.2 D/P +40 D/P —40 Nominal 2 mil polyethylene film was used to.seal against air leakage during structural loads. The filth was used in a manner that did not influence the test results. Performance Test Results Title of Test Mohod Measured Alhrwed Air Infiltration ASTM EZE3`91 .01 CAVIR' .34 efrrt/ft". ® 1.37 psf The tested specimen meets or cc000ds the performance levels specified in AAMA/101/l.S.2-97. Water Resistance 5.0 gph/R' WTP = 6 psf D/P 40 Uniform Land Structural Permanent Defbrmation @40 psf Positive @40 psf Negative ASTM ES47.93 Four (4) five (5) minute cycles No Entry No Patty ASTM E330-90 Twenty-nine (29) second load .041 " .055" Unit tested without reinforoernent Unit tested with two (2) screws added to header K .382" 382" ENDURA PRODUCTS Fax:3366684478 Oct 22 2003 17:23 P.04 Ptaoe 3 of 3 Endura Products. hre. Report * CTLA-900w-5-16 Performance Tat Results (contirwed) PArggrspb Pin lid!' of Method . Mesumd Allowed 2.1.4.214.4.2 Uniform Load Structural ASTM E330-90 Permanent Deformation Ten (10) second load @W psf Positive .203" .382" @60 psfNcgaxive .1090 .382" Unit tested without reia%aoernent Unit tested with two (2) straws added to header 2.1.4.2/4.4.2 UaiSorm Load Structural ASTM E330-90 Permanent Deformation Ten (10) second load @72 psf Positive .027" .382" @82.5 psfNcgative .007" .382" Unit tested with reutfcroatrrcnt Unit tested with two (2) screws added to heavier Mid -span of loc Aide max allowable pernn sct at load (0.4% of span) = .382" Test Date: May 30, 2002 Test Completion Date: July 10, 2002 Remarks: Dewed drawings were available for laboratory reooads and comparison to the test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by CTL for a period of four (4) years. The results obtained apply drily to the speoizr= tested. This test report does am constitum cemfication of this product, but only that the above test results v6vre obtained using the designated test methods and ihcy indicate ecmpWce witb the performance requiren=ts (paragraphs as listed) of the above referenoed specifications. Certificd Tcatmg Laboratories assumes drat all mfonnatim provided by the client is accurate and that the physical and cbanical properties of the cornpoomts are as stated by the manufacturer. Certiflod Tcsting Laboratories, Inc. .L� Wafter Williams Lab Texhadcian Ardutoctural Division cc: Facture Products, Inc. (4) Ramesh Patel, P.E. (1) Filc (1) 4) (r (r Ramesh Patel, P.E. Florida Reg.# 20224 -. . 1. . . ..vuvw.. v - Un • J../VWVti" 1 O ULL LL LUUJ 1 (• L4 h'. UL 4 GRTIFII-,-D?STINGLABORATORIES CE)R] Architectural Division • 7252 Narcoossee Rd. Orlando, FL 32822 \ (407) 384-7744 •.Pax (407) 384-7751 Web Site: www.ctiarch.com E-mail: ctlarch.com Report Number: CTLA-900W.&l Report Date: January 8, 2003 STRUCTURAL PERFORMANCE TEST REPORT Client: ENDURA PRODUCTS, INC. P.OBOX 8909 GREENSBORO, NC 27419-0908 Product Type and Series: Endura Ultimate Astragal Six Panel Opaque, Fiberglass Double Door by Nan Ya Plastic/ Plast-Pro Distinction wkb Aluminum Outswing Threshold (74 "x 81 ") HGD-LC35 w/o Reinforcement, HGD.LC50 w/ Reinforcement Tat Specifications: DA 101 /I. S.2-97 "Voluntary Specification for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors". Frame Components : The main fiwae measarvd 74" wick x $1.125" high ovo ull. Frame oonsiated of two (2) . pixie jambs measuring 4.562" wide x 81.125" long. Onc (1) flame header 4.562" wide x 72.50" long, coped and butted corner construction, secured with two (2) #! 8 x 1.75" P.H., flat head wood screws. One (1) aluminum (ZFOB4566) outswing threshold measuring 4.5 62" wide x 72.50" long. Configuration: Six panel opaquo, fiberglass double door unit (OuwA*). XX Panel: Active and astragal panel mea4urod 35.75" wide x 79.25" high. Door Panel Construction: The panels are constructed of nan ya fiberglass (0.075") thick S.M.C. skins. The interior cavity of door is -filled with PU foam flush type. The top dt bottom rails aro constructod with £barn PVC plastic and measured 1.5937" wide x 1.125" high x 35.125"long. The hinge stile is ccwtructed with one (1) piece of foam PVC plastio measuring. 1. 750" wide x 1.200" higb x 79.250" long, ono (1) piece of wood measuring 1.5937" wide x 0.79" high x - 77" long. The lockstile is caatstructed with one (1) piece of fbarn PVC plastic measuring 1.750" wide x 1.200" high x 79.250" long, one. (1) piece of wood measuring 1.5937" wide x 0.79" high x 77" long, ono (1) woodw lockbox measuring 1.5937" wide x 2.359" high x 20" long. A DBK-R door sweep was attacbcd to the door bottom rail. The astragal is attached to astragal panel. Glazing: N/A Weatber Stripping: Head : One (1) piece of weatherstrip Endura QEBD 650 lambs: Two (2) pieces of weatherstrip Endura QEBD 650 Sill: One (1) piece of weatherstrip Endure QEBD 650 Astragal: Ono (1) piece of weatherstrip Endure QEBD 650 )ambs: Two (2) pieces of Endura simple solution comer pad � l o L I p� Bottom rail: Ono (1) piece of DBK-R door sweep Z UUL GL LVV./ 1f -L.J r.uo Page 2 of 3 Endura Products. Inc. ._ Report # CI'LA-MW-5-1 Hardware & Location: One (1) Kwikset Deadbolt located 38.5" fra m top of panel One (1) Kvnlmct passage lock located 44.0" from top of panel One (1) Stsadard isiragW located on -astragal pantel. One (1) Hurricane astragal with reinforoerneW located on astragal panel. Three (3) 4" bust hinges on door fame located 6.4375"1 37.625", and 68.8125" measuring fraan top of door penal. Sealant: An adhesive scalant was used to saal unit into rough.opening Additional Description; Each hinge was attached to &area with four (4) screws, the top hmp had two (2) # 10 x 2.50" phillips counter sunk screw and two (2) # 10 x .75" phillips counter sunk screws. The twiddle and bottom hinge bed one (1) # 10 x 2.50" phtliips counter runic screw and three (3) # 10 x .75" phillips counter sunk screws. Hinges ware nttacbcd to door panel with fora (4) # 10 x .75" phillips counter stark screws. Installation: Twelve (12) 4 10 x 2.50" phillips counter sunk screws wort used to secum spwimea to wooden test buck. Four (4) in the frame head located 6"from each jamb then 18" o.c. there after. Four (4) in each jamb located 6" $om each cad 22" o.c. thereafhsr. Commenu Nominal 2 mil polyetbyleao film was used to sal against air leakage during structural loads. The film was used in a manner that did not ingus tine the test results. Performance Test Results l?x aggph No Title olIM Measured Allowed 2. L2 Air Infiltration ASTM E233-91 .01 ofm/ft= .34 cfin/W. 1.57psf The tested specimen meets or exceeds the perfonrAnce levels specified in AAMAl101/13.2.97. 2.1.3 Water Resistance ASTM E547-93 5.0 gph/ft' Four (4) five (5) minute cycles No Entry No Entry WIP = 7.5 psf D/P 50 2.1.4.2/4.4.2 Uniform load Structural ASTM E,330.90 _Pemmancnt Deformation Twenty-six (26) second load D/P +50 @50 psf Positive .012" .317" D/P -50 @50 psf Negative .001 " .317" Unit tested without rcinfb=ca%art lit 2.1.4.2/4.4.2 Uniform Load Structural ASTM E330-90. Permanent Ddortnation ''Ion (10) second load @75 psf Positive .011" @56.25 psf Ne&ztivc .317" 31 r .001" Unit e tested without reinforcement kit 9 3 ENDURA PRODUCTS Fax:3366684478 Oct 22 2003 17:26 P.04 Page 3 of 3 8adura Products, Inc. ` Report 4 CTL.A-900W-3.1 Performance Test Results (continued) 2.1.4.2/4.4.2 Uniform Load Structural ASTM E330-90 Permanent Detbrmation Tea (10) second load @75 paf Positive .011" .317" @75 psf Negative .139" .317" Unit tested with rcinforcetncut lit Mid -span of locksWc max allowable peirn. net at fond. (0.4% of span) = .317" Test Date: May 16. 2002 Test Completion Date: May 16, 2002 Remarks; DWuIcd drawings were available for laboratory moosds and ooanpansov to the test specimen at the time of this report. A copy of this report along with mpresentstin sections of the test apocinwn will be retained by CTL for a period of four (4) yoars. The ruuke obtained apply only to the specimen tested. 'Phis test mpo:t does not constitute certification of this product. but only that the above test results were obtained usiae the &eivated test methods and dkey indicate empliaaoe with the performance requirements (paragraphs as listed) of the above referenced specifications. Certified Testing Laboraoarm wmwcs that all hiform awn provided by the client is aocurate and that tho physical and chemical properties of the compona =sue as atnod by the nu ufbcturer. CertiScd Touting Laboratories, Inc. Watoer Williatt� Lab Technician •L Architecburrtl Division cc: Endues Products, ire. (a) �a3 Ramesh Patel, P.E. (1) Ramesh Patel, P.E. ` File (1) Florida Reg.# 20224 A Architectural Testing Endura Products, Inc. 8817 West Market Street Colfax, North Carolina 27235 January 10, 2003 RE: Summary of Results: ISWE-ZFOB-XX-06 Testing has been completed on Johnson Steel Wood Edge door, Endura series/model JSWE-ZFOB-XX-06. The specific tests and results are: Test Subject Results ASTM E 283-99 Air Infiltration N/A ASTM E 547-00 Water Resistance N/A ASTM E 330-97 Uniform Load Deflection Test 48.0 psf ASTM E 330-97 Uniform Load Structural Test +/- 72.0 sf Desi Pressure Rating based on E 330 +/- 48.0 psf Design Pressure Rating (based on E 547 N/A Note. Design pressure rating based on water test can not exceod design pressure rating based on load tests. Testing was conducted at Architectural Testing, Inc. on 9/19/02. Complete test results are documented in ATI Report No. 01-42675.01. Sincerely yours, ARCHITECTURAL TESTING, LN- C. scp . Reed, P.E. Director —Engineering Services JAR -jar cc: 01-42675.01 130 Oerry Court York, PA 17402.9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com 2- ENDURA PRODUCTS Fax: 33666 w6 ^ v Oct 22 2003 17 :31 P. 03 ASTM E 330-97 TEST REPORT Rendered to: ENDURA PRODUCTS, INC. SERIES/MODEL: JSWE•ZFOB-XX-06 TYPE: Ultimata Astragal Steel French Outswing Door Title Summitry of Results Uniform Load Deflection Test Pressure ±48.0 sf Uniform Load Structural Test Pressure 172.0 26f Dcsi n Pressure Rating ±48.0 psf Reference should be made to ATI Report No, 01-42675.01 for complete test specimen description and data. t Architectural Testing ASTM E 330-97 TEST REPORT Rendered to: ENDURA PRODUCTS, INC. 8817 West Market Street Colfax, North Carolina 27235 Report No: 01-42675.01 Test Date: 09/19/02 Report Date: 12/13/02 Expiration Date: 09/16/06 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Endura Products, Inc. to perform tests on a Series/Model JSWE-ZFOB-XX-06, ultimate astragal steel french outswing door. The sarnplo tcstcd successfully met the performance requirements for the test methods below. Test Method: The test specimen was evaluated in accordance with the following: ASTM E 330-97, Standard Test Methods for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. Test Specimen Descriptlow Series/Model: JSWE-ZFOB-XX-06 Type. Ultimate Astragal Steel French Outswing Door Overall §ize: 6' 2" wide by 6' 9-7/8" high Panel Size (2): 2' 11.7/8" wide by 6' 7" high Finish: Test unit was white. 130 Derry Coun York, PA 17402.9405 phone: 717.764.7700 tax: 717.764.4129 www.archtest.com 4/ — ENDURA PRODUCTS Fax:3366684478 v Oct 22 2003 17:32 P.05 ` 01-42675.01 Pagc 2 of 5 Test Specimen Description: (Continued) Weatherstripping: DescriRtio ouantit Location Kerf mounted "C" shaped 1 Frame perimeter and astragal open cell, vinyl wrapped Simple Solution compression foam seal 2" long by 1-3/4" wide by 2 Bottom of jarnbs and astragal 0.600" high vinyl wrapped compression foam seal 1-3/4" wide by 7/16" high 2 Bottom of door panels DBC — H double fin single bulb Frame Construction: The head and jambs were constructed of wood. The sill was constructed of aluminum with a PVC composite insert. The corners were coped, butted, and scaled with four 3/8" wide by 3/4" long staples through the jambs into the head and sill. The sill contained a vinyl snap -in place threshold and an interior threshold cover. The PVC composite was secured to the aluminum sill with 3/16" wide by 3/8" long staples. Panel Construction: The 1-3/4" thick Johnson Steel Wood Edge door panel was constructed using.two 1/32" steel sheets that were foam -filled. The perimeter was lined with a 1-11/16" wide by 7/8" thick wood block on all sides of the panel. All corners were butted and glued together. The astragal was secured to the second active panel utilizing double - sided adhesive tape and #8 x 2" drywall screws placed 10-1/2" from top and bottom of panel. The strike plate and dead bolt plate were secured through tho astragal with 08 x 2" screws, two per plate. - - .n • vvvvvv+ti 1 O uc t 22 1003 17 : 33. P. 06 01-42675.01 • Page 3 ol5 Test Specimen Description: (Continued) Hardware: DescriRtio Ouantit Location Dead bolt with strike plate 1 40-3/8" from top of panel, strike plate on opposite panel Locking knob with strike plate 1 45-7/8" from top of panel, strike plate on opposite panel Metal slide locks 2 Each end of strike panel Metal hinges 3 11"from head and sill and one midspan Drainage: Sloped sill. Reinforcement: No reinforcement was utilized, Inafallatfon: The door was installed into a 2 x 8 #2 Spruce -Pine -Fir wood buck and secured using #8 x 2/1/2" drywall screws. Four screws were used in each jamb, 5" and 27" from each end and four in the head, 6" and 28-1/2" from jambs. The 2 x 8 buck was set into a 2 x 10 Pinc-Fir plywood test buck and secured using #8 x 3" drywall screws to" from corners and 12" on center. The exterior perimeter was sealed with silicone. W V Test Results: The results are tabulated as follows: Title of Test - Tcst Method Results Uniform Load Deflection (ASTM E 330-97) (Doflcctions reported werc taken on the meeting astragal) (Loads wcre held for-28 seconds) @ 48.0 psf (positive) 0.23" @ 48.0 psf (negative) 0.32" Uniform Load Deflection (ASTM E 330-97) (Deflections reported were takcn on the panel) (Loads were hold for 28 seconds) @ 48.0 psf (positive) 0.34" @ 48.0 psf (negative) 0.31" Uniform Load Structural (ASTM E 330-97) (Permanent sets reported were taken on the meeting astragal) Loads were held for 10 seconds) @ 72.0 psf (positive) 0.02" @ 72.0 psf (negative) 0.01" Uniform Load Structural (ASTM E 330-97) (Permanent sets reported were taken on the panel) Loads were held for 10 *seconds) @ 72.0 psf (positive) <0.01" @ 72.0 psf (negative) 0.05" 01-42675.01 Page 4 of 5 Allowed L/175 = 0.45" max. L,/175 = 0.45" max. LJ175 = 0.45" max. L1175 = 0.45" max. 0.4%L = 0.32" max. 0.4%L = 0.32" max. 0.4%L - 0.31" max. 0.4%L = 0.31" max. 01-42675.01 Page 5 of 5 Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATT for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. This report may not be reproduced except in full without the approval of Architectural Testing. For ARCHITECTURAL TESTING, INC: -�Y� i Mark A. Hess ' Technician MAHArna 01-42675.01 J A. Yreed, P.E. Vector— Engineering Services 1/ \ 3D Z oa Z ENDURA PRODUCTS . Fax:3366684478 Oct 22 2003 17:34 P.09 DOCUMENT CONTROL ADDENDUM #01 42675.00 Current Issue Date: 12/13/02 Report No.: 0142675.01 Requested by: Kevin MacDonald, Endura Products, Inc. Purpose: ASTM E 330-97 testing of a Series/Model JSWE-ZFOB-XX-06, ultimate astragal steel french outswing door. Issued Date: 12/13/02 Comments: Florida P.E. Seal required on report. 1 X. Opaque Outswing Unit COP-WL-J1i3121-02 METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: it oi l 4 . 0 0'.0 Note: Units of other sizes are covered by this report as long as the panel used does not I exceed 3'0" x 6'8". Single Door Maximum unit size = 3111- x 6'r Design Pressure +76.0/-76.0 limited water unless special threshold design is used. Test Data Revew Cerofiate 13026447A and COP/resl Report Valldabon Mahnl 13026447A-002 provdes addihonal Information • avarlabk from Dte ITSWH websde (www,et�cendo.coml, the Masonite websrt• (VnnV.masonite.com) or the Masomte technical Center. Large Missile Impact Resistance Hurricane protective system (shutters) is NOT REQUIRED. Actual design pressure and impacl resistant requirements for a specillc budding design and geographic location Is determined try ASCE 7-ruuorul, state or local building codes speofy, the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL•MA0011-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL.MA0001-02. APPROVED DOOR STYLES: u; , oo Flush Arch iop J•Danel ---• 3-panel 6-panel New England 4•panel Eyebrow 4-panel '�- A anel D -_- CC" X.01 =0 9-panel- 8 ©l7 © 0 15-Danel 5-panel S— •panel with scroll E/throw 5•02nel • -- - ' Eyebrow 5-pa_nel with scrdl Eohnson�- ntrYSysterns June 17. 2002 Ou: coremu.r -0 Qa: voaar unormsmem ncsn sYo'[a,OM aeSgn aea Drrpucr cmae upixllo«mnge unre .wnoul Parke • r EAIC vn�./�c�..n • Masonrte International Corporation Opaque Outswing Unit METAL -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-2184-1, 2, 3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum bumper threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA201. PA202 S PA203 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida. Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Ilohnson- EntrySystems .tune 17. 2002 Jv caftml g vgem or PoQK1 Wlrovernenr nuts SW taINM Asgn ano oroaua oend s-01ft1:o [rungs •amour name Vlkenoek 11r sry rI F7. Test Data Re%iew Certifiale e3026447A and COPnest Repon validation Malru ♦]026447A-002 provides additional information • available from the ITSWH website (www.etlsemko.com), the Masonile website (wwsv.masonite.com) or the Masonite technical center. +Ou,r r 0• Masonrte International Corporation X ,.- , , Opaque Inswing Unit METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: t I O O Note: Units of other sizes are covered by this report as long as the panel used does not exceed 3'0" x 6'8". Single Door Maximum unit sue = 3T x 6'9- Design Pressure +76.0/-76.0 limited water unless special threshold design is used. Villas oeJa eea.w� Test Data Revew Cerbficate 130264e7A aCOP/TaI Report Validation Matra tra30264d7A-002 provides additional Information - available from Me ITSMH webslte (mvw.etherricocomithe Masordle website (wWw.mas6ae.eom) or the Masomte technical center. - Large Missile Impact Resistance Hurricane protective system (shutters) is NOT REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building coda specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0001-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02. APPROVED DOOR STYLES: . i 00 H 1 ao_ .00 Flush Arch Top3-panel _ 3-pail,' 6-panel _o_o New England d-panel Eyebrow 4-panel 8•Dand Ccr7 �C,e oil 00 JLFC CIO 110 ©© 9-panel 15•pand 5•panel 5-Danevi h Eyebrow row5•pand Eyebrow 5•panelwith sooll Johnson- Etntry5ystems June 17. 2002 Jul c DNmlu"g Wary am of Pro= Imo.owmem mare roaac r1'om •.Mg. rho moaua M d 5 0 tl i t! International Corporation .71na0 WDIKI10C10n9a v P0u1 W:1FA Opaque Inswing Unit METAL -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-2183-1, 2, 3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021 " steel. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA201, PA202 & PA203 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida. Professional Engineer Kurt Balthazor. P.E. — License Number 56533 W1111 osda[ion" l tf E-=7. Test Data Review Certificate 13026447A and COP/rest Report Valdalion Matm 03026447A-002 provides additional information - available tram the IfSIWH webslle (vnvw ethemko.com), the Masomle website (www.masomtt com) or the Masomle technical center. Johnson- Etntttrysystems �►r�vnryl :w/r.. � i r • .tune 17. 2002 - �•• Il.r eorovnarhp prop am or W 0aLK11mvfovpMcnr napes soeoKalloM aeegn olle yooUcr M a s o n l t e International C o r P o r a t i o n Mai' S tilecl to Vance "driou notice X ' Glazed Outswing Unit WOOD -EDGE STEEL DOORS APPROVED ARRANGEMENT: F O O h Note: Units of other sizes are covered by this report as long as the panel used does not exceed 37 x 6'8". 0 Test Data Review Certificate ♦3026447A and COP/Test Reporlyalidation Matrix i3026447A-001 Drovides additional inlormabon - avaibbfe from the ITSMH webshle (vnvw.etlsemko coin), the Masonite website (worwmasonite.com) or the Masontte technical center. Single Door Maximum unit sin = 3'0- x 6'8- Design Pressure +40.5/-40.5 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specity the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0011-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed —.see MID-WL-MA0001-02. APPROVED DOOR STYLES: 1/4 GLASS: Alum 00 00 1919 00 0 00 00 100 Series 133. 135 Series 136 series 680 Sena 822 Series 1/2 GLASS: f 0�1 00 00 00 00 00 00 00' 105 Beres' 106, 160 Series' 129 Series' 200 serer' 12 IUL 13 R/L. 24 R7L 107 Series' t08 Belles Series' 304 Series This glass kil may also be used in the Iollomrrg door styles' 5-panel, 5-panel with scroll: Eyebrovi 5-panel: Eyebrow 5-panel with scroll Johnson- EntrySystems - June 17.2002 Our :ontnnN naPam or woeucr cnpfmv eJo -mesa soto'cn,Omf Ceugn 3noor0041 du0.+. R7str re cringe mlwut nclK Masonite International Corporation x Glazed Outswing Unit COP-WL-JH4161-02 WOOD -EDGE STEEL DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ' 444111 I- 404 Series 410 Series 450 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: NCTL 210-1897-7. 8. 9. 10, 11. 12; NCTL 210-1864-5, 6, 7, 8: NCTL 210-2178-1, 2.3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA202. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from wood'. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior cavity of stab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum bumper threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE 8CC0 PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida. Professional Engineer Kurt Balthazor. P.E. — License Number 56533 I I 0 Test Data Review Cemliate 03026447A and COP7Tesl Report Validation Matrix /3026447A-001 provides additional information • available hom the ITSANH websile (www.ellsemkoxom), the Masomle website (veww,masomle.eom) or the Masenile technical center Johnson" Entrysystems June 17.2002 0Q*� .. , 0— ar -MN pr%—er ppyp.me,ew[meri mikes stmrKLam cesgn im woaa Masonite International Corporalron WaitIJDA[t to [rts.yw rtr-0ul n[I:Ce XxCOP-WL-JH3162-02 Glazed Outswing Unit METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: F-L• } � �..T "S.l •I F•ii•=��'a t• h IM�nrodr le�..y �s Test Data Review Certificate 13026447A and COP/rest Report Validation Matins 43026447A-W2 provides additional information . available from the IFS WH website (www.ellsemko.com). the IWsonite website (wwv.masonite.com) or the Masontle technical Center. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 68". Double Door M aiumum unit sire - 67 if 6'8- Design Pressure +50.5/-50:5 Limled water unless sperial threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7•natlonal. slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: ,� 00 _ �► DOr oca � � . �� 11� 00• DID �� 00 00 100 Series _00 133. 135 Series 136 Series 680 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00: 105 Senes• 106 160 Series' _00 129 Series' 200 Series' 12 R/L. 23 R/L. 24 Rk 107 Series' Series* 108 Series 304 Series this glass kit may also be used in the following door styles: 5-panel: 5-panel with scroll: Eyebrow 5-vanel: Eyebrow 5-panel with scroll Johnson - EntrySystems June 17. 2002 o.. . o...i flo:menwq 7091M of nmo0lXf.nproV tmQ mares SceOhCar,om aesW, n'a witow Masonite International Corporation .Pnd Wbim: to carg, 4r.aj natica XXCOP-WL-JH3162-02 Glazed Outswing Unit . METAL -EDGE STEEL DOORS APPROVED DOOR STYLES: 3/4 GLASS: 404 Series 410 Series 450 Series CERTIFIED TEST REPORTS: FULL GLASS: 109 Series 114. 120. 122 152 Series Series NCTL 210-1897-1. 2. 3, 4, 5, 6; NCTL 210-1864-1, 2, 3, 4: NCTL 210-2184-1, 2. 3 Certifying Engineer and license Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA202. Evaluation report NCTL-210-2794-1 149 Series 300 Series Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021 " steel. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum bumper threshold.. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 WAmnock �1.4► Test Data Review certificate13026447A and C01"7res1 Report validation Matrix J3026447Ad02 provides additional information' available from the ITSANH websile (w•w.ellsemkoeom), the Masomle vabslte (wsvw.masonile corn) or the Masonile technical center. Johnson- EntrySystems _ June 17. 2002 _ o...., D.... WCCN1n 90109am01p001XI1,or0wnanmar3s0101ca10nsces5n04yoew Masonite International Corporation T.'an S'.DiKr :ocn rre "':r.oul nout ..XX Glazed Inswing Unit COP-WL-JH4142-02 11 WOOD -EDGE STEEL DOORS-. APPROVED ARRANGEMENT: Test Data Review Certificate 13026447A and COPRest Report validation Matrix i3026447A-001 provides additional information - available from the ITSANH websde twww.etlsemko.com). the Masonrte websrta (wwwmasonne com) or the Masonite technical center Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum tint size. 60- x 6V Design Pressure +40.5/-40.5 Limited water unless spedal threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined try ASCE 7-nanon2l• state or loaf building codes specify the edition required MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed - see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 - o0 M oo 00 00 Do. Q :O 00 00 too SeIIes, 133.135 Sena 1J Serie: 690 Series 822 Series 1/2 GLASS: N ao_ _00 00 o0 00 00 IDS Series' 106. 160 Series' 129 Senes' _00 Z130 Series' 12 R/L. 23 R;L. 2e R7L 107 Series' Series' _ 108 Series 304 Series - This ghss kit may also be used in the tollomng door sryles' 5-panel. 5•02nel with scroll. Eyebrow 5-panel; Eyebrow 5-panel volh scroll Johnson- ;..T Elflftl'ySyStems-- !u ne 17, 2002 o.. p.... •Jur CWIPU'gw.iamorcramuct.mpr""rn coossoearcn.ors as.gnamo.oaua Masonrte International Corporation scar suescr to cmnq4 w.tnout nonce xx Glaaed.lnswing Unit WOOD -EDGE STEEL DOORS APPROVED DOOR STYLES: 3/4 GLASS: I FULL GLASS: l ��? 1I EP—i, I 404 Series 4105enes 450 Series II'� t J t09 Senes 114.120. 122 152 Series 149 Series 30D Series Series CERTIFIED TEST REPORTS: NCTL 210-1897-7, 8. 9, 10.11. 12; NCTL 210-1861-4, 5, 6, 10. 11, 12: NCTL 210-2185-1, 2. 3 Certifying Engineer and License Number: Barry 0. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA202. Evaluation report NCTL-210-2794-1 Door. panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from wood. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.02f" steel. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). Test Data Review Cenifate 13026447A and COPfrest Report Validation Matrix I3026447A-001 provides additional into rmabon - available tram the ITSWH website (www.edsemko com), the htasonite website (wwwmasonite.eom) or the IWsonite technical center. State of Florida. Professional Engineer Kurt Balthazor, PE. —License Number 56533 Johnson" Elntry5ysteltns-. PRLM June 17. 2002 Ou com�nu�q p. opran+ormooxr r+o�rvemr.n .,e.a sucnc�I.wa aesK., uw prpwo Masonite International Corporation ryn" sublecl:o mange %vinow nonce. .:.x Glazed Inswing Unit. COP-WL-JH3141-02 METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: I I r O O Note: rt Units of other sizes are covered by this ` report as long as the panel used does not exceed 3'0" x 6'8". Single Door Manmum unit sire 3D- s 6-8- Design Pressure +50.5/-50.5 Limited water unless special threshold design is used. Large Missile Impact Resistance Test Data Review Certificate" 26147A and COPrresl Report validation Matrix 13O26447A-002 provides additional ellormahon- available hom the ITS WH websde(www.etlsemkocomt the Irtasomte websrle lwwne.masonite.eomt or the Masomte Ile K21 can let Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-n atnonal. Stale or local building codes Spemty the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL MA0001-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 ; D0 00 ��:p 00 too Seri00. es 133. 135 Series - _ 136 Series � Series 822 Series 1/2 GLASS: 00 00 00 an 105 Series t06. 160 Series 129 Ser es ° ° 0 ° 0 0 ° 200 series 12 Rk. 23 R/L. 24 R7L t07 Series' - Series • 108 Series 304 Series This gOss kit may also be used in the letloning door styles: 5-panel. 5-panel vnlh scroll. Eyebrow 5-panel Eyebrow 5-panel valh scroll. Johnson- T...-.. ntry5ystetm.s Ld-a June 17.2002 —P�:c// nun eOnluiunq Dr opam or OOGr[t ern r ^ ou•�. e. D-•.. Onad SunniD �ae%SDl4lKalrom eeWit am plpeuQ ra crape werom ar,u Maso nice International Corporation A Glazed Inswing Unit C0P-WL-JH3141-02 METAL -EDGE STEEL DOORS. APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ::;� '�I}.� 1, I• �. s04 Series a t0 Serves - "— a50Serves 109 Series 114. 120.122 152 Series 149 Senes Series 300 series CERTIFIED TEST REPORTS: NCTL 210-1897-1, 2, 3, 4, 5, 6; NCTL 210.1861-1, 2, 3, 1, 8, 9; NCTL 210-2183.1, 2, 3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA202. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed'from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021- steel. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged N-noc`ml mV exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural v/ ♦�7• Tests and Inspections). test Dab Review Certificate Y3026447A and COPfre6447Asl Report Matrix desde0on i'J026417A-002 provides addtConal information • avatlaWe from the IT&WIj wehsite (www.eesemko,com), the Masontte we0sile (www.masonite.com) Of IN M2sonite technical center. State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Johnson'" Entrysystems r..t...... , a, tor"u,W0 dtparn or ooap.moroNmmr rro,.y +aurKenon aevgn rna croc.n Wall wo;ect to etanp. vmrout MD"Masonite .T a...., o..., • International Corporation .. XX Opaque Outswing Unit METAL -EDGE STEEL .DOORS APPROVED ARRANGEMENt. Vf/ *'=7. less Dm Review Cenifxcle 03026447A and COPResI Report Validation Matrix /30264e7A-002 Drtrvides addiborlal information - awilade bom the ITS+WH website (wmv.ellsemkocorny the Masonile w"te (www,masonite.coml or the Wsoniteteehnical center. Note: Units of other sizes are covered by [his report as long as the panels used do not exceed 3'0" x 6'8". Double Door M ainnum unit size. 6'0' x 6.8- Design Pressure +55.0/-55.0 linuted water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is NOT REQUIRED. Actual design pressure and impact resistant'repliremenls lot a specific budding design and geographic location is determined by ASCE 7-nabonal, stale or local building codes spectfy, the edition required MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed - see MAD-WL-MA0012-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed— see MID-WL-MA0002-02. APPROVED DOOR STYLES: a :; 00 00 00 nush Arch lop 3-panel 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel C=3- ���ii ri[� 0�• _-� eec �_� Elo . Ell- CI 9-panel I5-panty 5•panel S-Panel with serolt Eye --- brow 5 panel --- Eyebrow 5-panel with scroll Johnson - Er ttrysystems _ June 17. 2002 or Z=1nU09 o10rpar0 Of 0100rct i1f.0ror-41M M. [ea a7lcdicari0r6 Cetgn am womcl 7eran suolec: to crab. ehhmx -Wice r lest yr..l� , Masonite International Corporation XXC , . Oplique Outswing Unit METAL -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-1905-1. 2, 3. 4. 5. 6: NCTL 210-1864.1, 2, 3. 4, NCTL 210-2184-1, 2. 3 Certifying Engineer and License Number: Barry D. Portney. P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum bumper threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA201, PA202 ti PA203 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida. Professional Engineer Kurt Balthazor, P.E. — License Number 56533 VAirnocr N...q rI F7• Tat Data Review Certificate 13026447A and CCIPResl Report validation Matra '3026447A-002 provides additional information • avar4ble Irom the ITS/WH websrle (www ellsemko.com), the Masonite website (www.masomte.com) or the Masonite technical center. Johnson- EntrySystetftns June 17. 2002 o...., o.... OW commu+p vopen ci Dreprer u PFOV�eNti asa soearcauu"s cescf as moeva Masonrte International Corporation aena svoreel to.a'w rneou nmrce XXCOP-WL-JH3102-02 Opaque Inswing Unit METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: wleE,beeE ew•••er Test Data Review certificate 03026447A and COP/Tesi Report validation Matrix 13026447A-002 provides additional Information • available from the ITSrWH webslle (mvw.etlsemko com). the Masomte website (www.masonite.com) or the Masontte technical center. . Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0' x 6'8". Double Door Maximum unit size . 67 x 6T Design Pressure +55.0/-55.0 limited water urdess special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is NOT REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location Is determined by ASCE 7-national. state or local building codes speertr the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02.. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 00 DD 0_o 7 _Do. Flush Arch Top 3-panel 3-pand 6-panel New England 4-panel Eyebrow 4-panel 8-panel 1 �o �o ao 00 I� rW 0 C) 9 panel 15-Wrnd 5-panel 5-panel with scroll Eyebow 5-pand Eyebrow 5-pand with scroll U doh nson- _. Errtlry5ystems June 17.2002 OW CM11rYnq prb0am or rloaxf rr-ptovur,e Hate {p jrcavom 6eopn r..o proulXl 'Ina'; wbwl :DCrW9@ ZnOul N)"C! Masonite International Corporation. XX1. ' I I . . Opaque Inswing Unit METAL -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-1905-1. 2. 3. 4, 5. 6: NCTL 210-1861-1.2, 3. 7, 8.9: NCTL 210-2183-1. 2, 3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041 " steel. Bottom end rails constructed of 0.021" steel. Interior . cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CCO PA201, PA202 d PA203 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Prolessional Engineer Kurt Balthazor. P.E. — License Number 56533 Johnson- EntrySystems _ June 17. 2002 �Tu Io"onuuy napm of town a poverrm l n .n soeo:xmoro Qspn uq 0:001.n rud x2ixl . cmme weaoN noou vN.node a—r rI F=7• Test Data Revlew certificate 03026447A and COP/Test Repon Validation Maim /3026447A-002 provides additional Wormawn • available hom Ne ITSIWH webmle (www.etisemko.com(, the Masomte weIs-M (:-nn.soni CM) or the Masonite technical cents. Masonite International Corporation x .opaque Inswing Unit COP-WL-MA0101-02 APPROVED ARRANGEMENT. I O O U I" 'a'-01 I FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panel used does not exceed 3'0" x 6'8". tMrr.ue4x H....,, Test Data Review Certificate I3026447A: 03026447B:03026447C and Cop.,Test Report Validation httrnr i3026447A- 001. 002. 003, e3026447B-001. 002. 003: i3D26447C-001. 002.003 Provides additional information - "able from the IISNVH webslte (www.dlsemko.eom). the dbsonrte eiebsite(www.masonite.eom) or the Masonlla technicalcenter. Single Door Nhximum unit site = 37 x 6E- Design Pressure +76.0/-76.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant recluuemenh for a speorrc Wilding design and geographic location is determined byASCE 7-national. stall or local Wilding codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed - see MAD-WL-MA0001-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02: APPROVED DOOR STYLES: :88; oo. .00 Flush 6-panel OakWaff . ARTEK PIDLROLASS ENTRY DOORS 70oon l.se 17 ?W 'aY CplhnUnt . oq0 01 W00t:0 .Tt:ovenef' lna.S Soeor[JWc --es4n ano o 7cw OVtl %6c,K: notSY.je t.x h]ue lone 0 0d .00, 00 New England 4-pand Eyebrow 4-panel Lion 9-pand EYebrow5-panel with scroll r �W �xVI/n !�U �l�•J,n • MdSOnite International Corporation Opaque Inswing Unit COP-WL-MA0101-02 FIBERGLASS DOORS CERTIFIED TEST REPORTS: NCTL 210-1973-1, 2, 3 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32' wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: O iviii akcraE FIBERGLASS ENTRY DOORS TESTEDIN ACCORDANCE WITH MIAMI-DADE EICCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 AR K" .:1ne :.. R'C7 Ow Cenl.nVlv7 n:eGlam oI ii'Mal —wevemem Cna,es smajal tors Clsl;n ono ereeeCl Celt suolec;e C'N7e 71IN": nice try.a.erie tN.ee.y WNW IFE—Ne Test Diu Review Certificate 03D26/47A /3026//7103D26447C and COP/resl ReporiValirabon Matra 03026447A- DOt, Opt. OD3:130261/7e-00t. OD2. D03:03D26447C-Mi.OD2.007 provides addrtronal information - available from the ITSAVH websits (www.edsemko eom)l the Masonite website (wwwmasonlle.com) or the Masonite technical center. Ma sonit e international Corporation .X.. Unit — TYP I T 6' TYP. 6'8' UNIT 87 UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. CountMinimum Fastener • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require Iwo 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 114" MUnnock Test 0au Review Cethficale 13026447A: 130264478: 13026447C and COPrtest Report validation Matrix 13026447A-001. (102. 003; 130264479.001. 002. 003: /3026447C-001. 002.003 provides additional �information • available Irom the ITSAWH webshte (wwwellsemko.com)• the Masonite � website (vwwmasonite.com) or the Masontte technical center. MID-WL-MA0001-02 - SI NG.LE ' DOOR Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146, 3166, 3241 •, 3246, 3261 • or 3266 Compliance requires that B' GRADE 1 (ANSI/BHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 'Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include +118 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 3 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-114" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. June 17. 2002 — o...,, o..;, • , _ . � . ow carn,. Q trepam at tr ooua �mo�o p w•�eshm.asuclauom Masontte International Cor orali on ae.gn ana ajmuo on sub"C3!0" '17Cf •`'L... XX ' . I f ...I . opaque Inswing Unit . APPROVED ARRANGEMENT: FIBERGLASS DOORS Test Data Review Certificate 03026447A: I3026447B:13026447C and COP/Test Report Validation Mau 03026447A. 001, 002. 003: #30264478-001. IM 003: t3026447C-001, 002.003 provides additional information - avadable from the ITSWH website (www,etfsemko.com), the Masonde websde (wwwmasomte.com) or the Note: Masomle technical center. Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit sire = 67 x 6T Design Pressure +55.0/-55.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-rational, state or local building codes specity the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: Flush OakQraft FIDEROLASS ENTRY DOORS pp 6-panel New England 4-panel Eyebrow 4-panel 9-panel Eyebrow bvanel with scroll AR K ' Fft r— r,"rr Own J,me :7 aC-02 %f C*nuiu-nq propam or pr0o"t :InoroYemen TUN %Deb1'CrJ0r1a DeSK'n ;no proC'JCI .eW se:,eel :p Crivne 4nnout Pcbm Masonite International Corporation XX l t 0 Opaque Inswing Unit FIBERGLASS DOORS,. CERTIFIED TEST REPORTS: CTLA-772W-2 Certifying Engineer and License.Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akgXaff AR K'" FIBERGLASS ENTRY DOORS `bn.revuee FE rg=E:•ry Own Icne'7 i Ma av tors=:^;, voparr. ji vo=-noro-m. ern n%es soeor:cat:om 3esgr."proaxr 'Itla0 iOe.t 10 C"Mftce . 3rau: f0ce Yltarrodl l a mf Wit•• Test Data Review Cerbfiate 03026447A: 030264478: 13026447C and COP7Test Report Validation Matrix 13026447A• 001. 002, 003: #30264478-001. 002. 003:13026447C-001.002,003 provides addr ional Intormalion available from the ITSANH website (eiww.riLLwmko.com), the Masonite websile (vmw masonite.com) or the Masonite technical center. ppEA4009-" • Masonite International Corporation • XX Uni�- TYP. TYP CL TYP. TYP. IF T T T T T T T Y1r�..odr 41wrp Test Data Review Cerobrate /3026447A: e3026447B: 13026447C and COP/Test Report Validation Matrix 13026447A-001. 002.003: 13026447B-0o1.002. 003:13026447C-001. 002. 003 provides additional inlormabon - avaitable trom the ITSANH webstte (www,etlsemko.com), the Masonite e websits (wwwrnasonile.o m) or the Masonite technical center. MID-WL-MA0002-02 DOUBLE DOOR ' UNIT 8'0' UNIT 15/16' 17.1/8- MAXIMUM ON CENTER TYP. r • 6 per vertical framing member • 8 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4' Latching. Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147, 3167, 3242'. 3247. 3262• or 3267 Compliance requires that 8' GRADE 1 (ANSI/BHMA Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 'Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include B8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single Shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-114" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. a June 17 2002 PRF�t1�:"b! <•/�! r..n • ;w payyn of 0,00K1 -ptave mm M." smo-cat am Masonite International Corporation aaspa s'e aoauc ;,aas suoieo !0 CYa7C mmON i101Kt Ox0 Opaque Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit sire = 5'4- x 6'8' w • Test Oata Review Certificate 13026447A: 130264478;13026447C and COPfrest Report Validation MatrG /3026417A• 001. W2. 003:03026447B-001, 002. 003:13026447C-001.002.003' provides additional information - andable from the ITSANN W. (www.ollsemko.com). the Masonits webslte (www.masonite.com) or the Masonite teOMC21 center. Design Pressure +55.0/-55.0 limited water unless special thnshold design is used. Large Missile -Impact Resistance Hurricane protective system (shutters) is REQUIRED Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-tabonal. state or tocal building nodes specify the edition required. , MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: too 00MOM Flush - 6-panel New England 4-panel Eyebrow 4-panel 9-panel Eyebrow 5-panel with scroll �graff AR K- �rrJ•.rrnr• turea FIBERGLASS ENTRY DOORS t—renura'—m E—y D—, June 17 2032 Out Canto ng program ul p'0*JO xnplavtl nt =NeS SpeOleatitim. Cautin am proauO detail subject to 02nge uxnoLd noose. PREMDGWDF.11-Gnn m 0�e r0• LLLJJJ Masonite International Corporation OXO Opaque Inswing Unit COP-WL-MA0104-02 FiffERGLASS DOORS APPROVED SIDELITE STYLES: a_ _©: 129 Series 200 Series 12R, 12L. 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-772W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BC CO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab and sidelite panel glazed with insulated glass mounted in a rigid -plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LA TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Oakgraff A K" FIBERGLASS ENTRY DOORS Y,nfulvN r�vaYnl�Doon JUM 17. 2002 .TW c71nInu.ng Dlopleln of DIOdUD Imes Wemenl M49S 50*011ca11om design am 010eun JlUIr suDlect Ioc.anga nal:oul notice YYRrnock 4Im=V \da/ Wit•(D. Test Clan Review Certificate f3026447A; 130264478:13026447C and COP/Test Repon Validation Matrix 03026447A- 001, 002. 003.130264478-M. 002, 003; 03026447C-001002.003 provides additional iniormahon . available from the ITSMH website (vw7w t1sentko com), the Masonite wetisi I: (www masonite.com) or the Mason lte technical center. I /W►Y./�-//RQ%'4 �:•l{fin R Ou• , D.• Masonite International Corporation OXO Unit - 6' 3 TYP. TYP. CL TYP. MID-WL-MA0004-02 SINGLE- bOOR WITH 2 SIDELITES 6' TYP. tm 10111^m 1tia" Test Data Review Certificate /3026447A: 130264478: 03026447C and COP/Test Report validation Matrix e3026447A-M, 002.003: 130264478-001. 002. 003:13026447C-001, 002. 003 provides additional intorma- available from the ITS/NH vnb.ed sile (wwwsemko corn), the Masonde m website (www.masonilbone.com) or the Masomte leChn=l center TYP 6'8" UNIT 8'0" UNIT 13.15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" 41 Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156 2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3244% 3249, 3264• or 3269 Compliance requires that 8" GRADE 1 (ANSI/BHMA Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 'Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 68 and d10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3 Wood bucks by others. must be anchored properly to transfer loads to the structure. I M June 17.2002 Out GUrxnUnQ propam or DIDWo improw—ml rnakn Spealpllom. dawn am prWULI am" SUONCI ro chaNa mirloul nol" t.alurr.•q rrom nLJIY/VIe¢G f.�lKilOn � ". Ou.r.rr 0••.r J Masonite International Corporation XO . or OX Opaque Inswing Unit COP-WL-MA0103-02 APPROVED ARRANGEMENT: FIBERGLASS DOORS: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0- x 68". • Test Data Flevierbfiate /3026447A; 130264478;13026447C and COP/Test Report Validation Matrix 13026447A- 0p1.002.003;i11264478-o0f,0D2. 003; /3026447CM. 002. 003 provides additional information - awilable from the ITSMIH websile (www.etlsemko.com). the Masomte websrle (www nnasonte.com) or the Masonite technical enter. Single Door with 1 Sidelite !maximum unit size . 4'T x 61r Design Pressure +55.0/-55.0 bmited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED Actual design pressure and impact resistant requirements tot a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been -followed— see MID-WL-MA0003.02. APPROVED DOOR STYLES: �� 00: ae000: H 00. Flush 6-panel New England 4-panel Eyebrow 4-panel 9-panel Eyebrow 5-panel with scroll O akgxaff AR"J"EK" w ,.oa•.....n �� FIBERGLASS ELSTRY DOOR! Masonrte International Corporation .I:ne :7. 2W2 out Coramrnrq aogram or Yuan •molwemzra Iraad! SDW-4ar.ots MIG-1 are:ioaln 3e13d L:o:?Cr 1o'MAgd'Snhoul r0ce, XO or OX e f I I Opdque Inswing Unit FIBERGLASS DOORS APPROVED SIDE LITE STYLES: Q _�_ 129 series 200 Series 12R. 12L. 23R.23L. 450 Series t52 Series 149 Series 109 series 120. 122 Series 3Do Series 24R.24L Series CERTIFIED TEST REPORTS: CTLA-772W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. ,Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32' wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab and sidelite panel glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). ME =ko�** State of Florida, Professional Engineer Kurt Balthazor, P.E. - License Number 56533 YMentock 14.r•.p �s Test Data Review Certificate 13026447A: 130264478:13026447C and COP/Tesl Report validation Malm 13026447A. 001.002. 003: 13026447B-001, 002. 003:r3026447C-001.002.D03 provides additional information - available from the ITS WH website (www.etlsemkocom), the Masonite webslle (svww.masonite corn) or the Masonite technical center. O aka aff ..r ARK iIS EROLA33 ENTRY II0O13 Own �e tl W2 *j cW.Wnp aow ogv orr+e:v:,orovrem ra,esrxu'caaa cmn am woo= Masoni,te International Corporalion r.arl SUDI r!o cn:r.;e w::;a'anti "XO or OX . Unit hill i SINGLE DOOR WITH.1 SID.ELITE' 4it - 6. CL TYP. TYP. 3. TYP1 4 1/ / 6- TYP. 6'8' UNIT 8'0' UNIT 13-15/16" 17.1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 7 per horizontal framing member Hinge -and strike plales require two 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" YIIWnoda aft +.v Test Data Review certificate /3026447A: /3026447B: 03026447C and COP/Test Report Validation Matrix 13026447A-001, 002. 003: 13026447B-001. 002. 003:13026447C.001. 002. 003 provides additional information • anaihbl4 from the ITSAVH website (www.etsemko.com), the Masonite i=t♦a website (uww.masomle.com) or the Masonite technical center. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3243', 3248, 3263' or 3268 Compliance requires that 8" GRADE 1 (ANSI/BHMA Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 'Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and B10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 6 PA NOS for southern pine lumber with a side member thickness of 1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1.1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 June 17. 2002 W conhmuM p1074moh N oacnmowremmt nukesspeuucauom Masonite International Corporation , eeupn ana pio= eelad suohetl to W"ge mhnouh notice. •',.h'i WARLICK / HALL ENGINEERING, INC. CONSULTING ENGINEERS 3612 WEST AZEELE STREET - TAMPA, FLORIDA 33609 - (BI31873-0024 ' rA% (813)674-9375 July 26, 2002 Deb Matthew World Wide Door Components, Inc 5017 N. Coolidge Ave Tampa, FL 33614 Reference: Door Threshold Certification -,I C't - r 3 Die No. GAS40338 Job No. 202-152 Dear Ms. Matthew: As "Specialty Engineer" for the door threshold listed above, this is to certify that the threshold design conforms with the requirements of 2002 Florida Building Code Section 1606. The design calculations have been prepared in accordance with "Specification for Aluminum Structures" published by The Aluminum Association. Wind pressures are based',on ASCE7 - 98, for a 165 mph wind velocity, and an importance factor of 1.0. Design pressures are -99.0 for end zones. Attached is copy of the calculations. If you should have any additional questions regarding this residence, please do not hesitate to contact our office. Sincerely, WARLICK/FI, -~r4 4 e) LZ R. Douglas Hall License 53759 Attachment: Sit ' •P WARLICK/HALL ENGINEERING, INC. CONSULTING ENGINEERS 3612 West Azecle Srrccr Tampa, Florida 336f-9 (SI3)Sa3-OG24 W, OTWI - 4 . S 45 1.;EicV4T 4A = .S My Job- JA 00o r ck C.a,�c.,l� r� • �►� By _DaW:i V SM.No. I of S Job Now ISZ Revision t P fLt'S -'-'w ve C = --I 1:4 /4 - L g %..I-% L -t r., 0 f;.:l 0 t -J • � r x. • F--G s- S l P - 1 -? s0 f to . l�7$ -7b as r.� �\\R// Yeti ►�/ 4 — �4 `� �'A PrCj �:S A-t-o—:ab'-C (�4c10 L3 '� = 1 4 7 p is Lo .9 G C curiewsi WTiRL OW19E _ ].37 3,122 - .094 . 1 ts0 •'6 25C ] 10 rip [ �I e 035 F1 )< 90 s.s .500.. 360 TT 3 I 197 264 050 .925 J95 031 R .0tto IF is W c7 Tr•244) G22 fi 045 1'6lrr . t140 .250 4.545 ....-. ACTUAL S12C LAMJ UK #S-A)VIRTIQr IWWD IMEW wsrrclrme. v,.u. 114100c".$*- va•eclrlL9IWNVI--!fT�r• AH.—iar� i.w. ►+■ sr yM V.sss 1 I.u-412lsvn cmR' pu. 2 1.10. 14.502m MILE -1 PO s 4 ?No. _ u cme 7-006 am • 10 Ps ma _ 10 LAIC _ au ID 61 r,o+ 093 R ■ ,050 INDALEX r1 W1taC.-flioCiU� n c -- o u left mr�ee NC►RLpVIM WRSNAK b� tii7olp. flitEiKI.D IgSCRI ,�.._.. ii�.� •a �.:�. ••M� I 1 rut .—.- 314 DP l 9fl 1ln�TT_• QC 11I Y fiSt El rr,b ape3, �ssI t Achim. s�2° MITI tW-nS WLVO -i 0910'- >L V Q I�Rtmn k . �► AND _.te a o� �0 • f WARLICK ENGINEERING, INC_ CIS 3612 W. AZEELE ST. TAMPA, FL 33609 (813)873-0024 Copyright 2000 by Tondelli Engineering,. P.A. Tampa, Florida -USTOMER : World Wide Door Components 7QB NUMBER 202-152 DATE : 7/29/02 DESCRIPTION Threshold *** DESIGN WIND LOADS - ASCE 7-98 a** *** COMPONENTS AND CLADDING *** BIND VELOCITY = 165 MPH EXPOSURE CATEGORY = C 3UILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 <zt = 1.00 GOOF SLOPE = 5.00 : 12 TRIBUTARY AREA = 12.0 FT2 MEAN ROOF HEIGHT = 20.0 FT DISTANCE, Z = 7.0 FT (22.62 DEG) Kh = 0.902 Kz = 0.849 WIND LOADS WALL AREA 9 5 GCp (+) 0.986 _ 0.986 GCp (-) -1.086 -1.372 PRESSURE (psf) 73.3 73.3 SUCTION (psf) -79.6 -97.6 qh = 62.9 PS F qz = 59.2 PSF n ; P = qh ( (GCp) - (GCpi) ] ` GCpi = ± 0.18 f BUILDING WIDTH = 100.0 FT jai 4 5 (a 4 b CORNER DISTANCE, a = 8.0 FT 1 9 WARLICK ENGINEERING, INC. Consulting Engi =3 3612 W. Aroele St. .Tampa. Florida 33609 (813) 873-=4 Job: World Wide Door CQrn=p-nr a Thrronhal ri..;-•L�Q.��A By: H Date: f-/76M2 Sht.No. S o[5 Job No. ZpZ. j S 2 RceW*n c7S CONNECTION OF MULLION INTO CONCRETE 2 - 5/8" X 23 /4 " HILTI KWIK BOLTS PULLOUT = 2 X 1870 X 2.33 = 419751 SHEAR = 2 X 2800 X 1.33 m 7,4481 3 - 5/8" X 2314 " HILTI KWIK BOLTS PULL-OUT = 3 X 1870 X 1.33 = 6,845t SHEAR = 3 X 2800 X 1.33 = 10,2481 2 - 1/4" 7APCON FASTENERS (MINIMUM 2 INCII EMBEDMENT) PULLOUT = 2 X .90 X 1.33 240# SHEAR = 2 X .385 X 1.33 = .10240 3 - 1/4" TAPCON FASTENERS (MINIMU,`i 2 INCH EMBEDMENT) PU LLOL'T = 3 X 90 . X 1 . 3 3 = 3600 SHEAR = 3 X 385 . X 1.33 = 15360 2 - t12 x 1" RAWLPLUG PULLOUT = 2 X 2000 X .25 X 1.33 = 1,3300 SMEAR = 2 X 2100 X .25 X 1.33 = 1,396P 3 - #12 X 1" RAWLPLUG PULLOUT = 3 X 2000 X .25 X'1.33 = 1,99.51 SHEAR = 3 X 2100 X .25 X 1.33 = 2,0959 J WARLICK / HALL ENGINEERING, XNC. CONSULTING ENGINEERS 3612 WES'r AZEELE STREET • TA.?1PA, FLORIDA 33609 • 18131073-0024 * FAX (813)874-9378 August 21, 2002 Deb Matthew World Wide Door Components, Inc 5017 N. Coolidge Ave Tampa, FL 33614 Reference: Door Threshold # 2920 Certification 'I 6'tC4,41 1JGTC iiED . Die No. GAS-42761 Job No. 202-152 Dear Ms. Matthew: As "Specialty Engineer" for the door threshold listed above, this is to certify that the threshold design conforms with the requirements of 2002 Florida Building Code Section 1606. The design calculations have been prepared in accordance with "Specification for Aluminum Structures" published by The Aluminum Association. Wind pressures are based on ASCE7 - 98, for a 165 mph wind velocity, and an importance factor of 1.0. Design pressures are -98.0 for end zones. Attached is copy of the calculations. If you should have any additional questions regarding this residence, please do not hesitate to contact our office. Sincerely, WARLICK/HALL ENGINEERING, INC. R. Douglas Hall, P.E. License 53759 Attachment: Structural Calculations WARLICK/HALL ENGINEERING, INC. CONSULn-Io ENGINEERS 3612 West Azeele Street Tampa, Florida 33609 (813) 873.0024 ��sers S No c_o A, eq ZO W �ar'y_ Z" Wt•�D P2�Ssv�E .q8 �PS� SOL � D w oo 0 3Loct< � A c C%30 i v Job: W V2...b W + 0 f: QQQk By: Roll Date: 3 L set.No.--L—or �- Job No S _Ravisio I r-- ll-d� S Yo Fe s 17510 PSI t ► l3 3g -1 Pal < F'6 " . OR, 1=As—, z o —17-1 2& S !-lo, ip 'TO `y:4 — A 4 Tin P c�---�, Au_o •�,� aiG t4) (B'a aD .+ i --to = Zo 4-5 % s I-rw'7zke- =COX-3�z.i�, � = 11 -71. )ms < 2r->Js . o17 Li. 7141 -- -- --- 70, go PI PO. 078 -n 0 RO 205 oan lyd, TR Typ e i*r,,j I ni 4 1004..-x D 0:0 5x L! -V—lj L-LPA - - - 11 cls A &Jc AL.L104; liLm A;OW JAI lom S' 4NDMD ri-civisr uppi-ccirits. io4-L I,lCrjt%S -114'7 r COG Irm-CIFIEju 1-ft-lus .01tr V., k —I of .4 2e Lnff I CFO 81 -W Mack A,-.- 4 lfl uu► 1cR. In tact 1-005 xt 4 111? I spa 6.4 0 •Ili Im I --.'I r c D .435 000 2501 T I Ni, (it.. FX L WARLICK ENGINEERING, INC. 3612 W. AZEELE ST. TAMPA, FL 33609. (813)873-0024 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida C6STOMER World Wide Door Components JOB NUMBER 202-152 DATE : 7/29/02 DESCRIPTION : Threshold *** DESIGN WIND LOADS - ASCE 7-98 *** *** COMPONENTS AND CLADDING *** WIND VELOCITY = 165 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 12.0 FT2 MEAN ROOF HEIGHT = 20.0 FT Kh = 0.902 DISTANCE, Z = 7.0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp (+) 0.986 0.986 GCp {-) -1.086 -1.372 PRESSURE (psf) 73.3 73.3 SUCTION (psf) -79.6 -97.6 ja 1 4 5 a 4 b qh = 62.9 PSF qz o 59.2 PSF P G WARLICK ENGINEERING, INC. Job: World Bide DoorCamno�tents Consulting Engineers 3612 W. Amela SSt.'TMre�hr�ldw�ign Tampa, Ftori& 33609 BT•Ri i Datx &/2F,/m Sht.N� '� o (813) 973-OM Job No.' RvvWagQi CONNECTION OF MULLION INTO CONCRETE 2 - 5/8" X 23/4" HILTI KKIK BOLTS PULLOUT = 2 X 1870 X 1.33 = 4,9751 SHEAR = 2 X 2800 X 1.33 = 7,448/ 3 - 5/8" X 23/4 " IiILTI KKIK BOLTS PULL-OUT = 3 X 1870 X 1.33 = 6,845# SHEAR = 3 X 2800 X 1.33 = 10,248t 2 - 1/4" TAPCON FASTENERS (MINIMUM 2 INCH EMBEDMENT) PULLOUT = 2 X .90 X 1.33 = ' 240# SHEAR = 2 X .385 X 1.33 = 1024# 3 - 114" TAPCON FASTENERS (MINIMUM 2 INCH EMBEDMENT) PULLOUT = 3 X 90 , X 2.33 = •. 360# SHEAR = 3 X 385 . X 1.33 = .1536d 2 - *12 x 1" RAWLPLUG PULLOUT = 2 X 2000 X .25 X 1.33 = 1,3309 SHEAR = 2 X 2100 X .25 X 1.33 = 1,396# 3 - 812 X 1" RAWLPLUG PULLOUT = 3 X 2000 X .25 X'1.33 = 1,995# SHEAR = 3 X 2100 X .25 X 1.33 = 2,095# I M I A M FUAQJ_ W PRODUCT CONTROL NOTICE Or ACCEPTANCE Prenldor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 NIIAIVII-DADS CO. . METRO-DADE FLAGLEn . BilILDINC CODE CONIPL1ANCE OF METRO -DADS FLAGLEA DUIL .140 w1:5r VLAGLER S IMEET, surf; MtAMI. tl.ORIDA 33130 (305) 375-2901 VAX (305) 375 c:orrrlL�c:Totc 1.tc:r:nstwc: sra pus)a7s.2s2� e•,�x(Jus)37. co,Yr%tc,'Ott Fa�tUtiC.1 dtr:�Yr mv. (303) 375-21MA (Jos) 37. PRODUCT CONTROL DIV. Your application for Notice of Acceptance (NOA) of: (303) 373.270: PAN 003) 37: Eutergy 6-8 S-VY/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use ofAltet,iate Materials and Type Construction, and completely described herein, has been recommended for acceptance by the Miami-D; County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure product or material at any time from a jobsite or manufacturer's plant for quality control testing. If product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material inln)ediately. BCCO reserves the right to revoke this approval, if determined by BCCO that this product or material fails to meet the requirements of the South Fla Buildi.n` Cede. The expense of such testing will b.- incurred by the manufacturer. % ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Rim tcoangucz Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES I-011 SPECIFIC AND GENERAL CONDITIONS BUILDINC CODE &C PRODUCT REVIEW CONINIITTEE This application for Product Approval has been reviewed by the 13CCO and approved by. the Build Code and Product Review Committee to be used ill ivliami-Dade County, Florida under the conditions forth above. APPROVED: OG1051200 i t--V7�- - - ". Francisco J. Quintana, R"A. Director Minn)i-Dade County Building Code Compliance Optic Premdor Entry Systems ACCEPTANCE No.: 01-0314.2: APPROVED JUN 0 5 200 EXPIRES April 02.200( NOTICE OF ACCEPTANCE: SPL'CI[:IC CONDITIONS I. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 20( approves a residential insulated door, as described in Section 2 of this Notice of Accep designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami. County, for.the locations where the pressure requirements, as determined by SFBC Chanter not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-NV/E instving Glazed Double 'Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folic documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Premdor (Entergy B Double Door with Sidelitcs in Wood Frames with Bumper Threshold (inswing)," prcpart manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Ci Product Control approval stamp with the Notice of Acceptance number and approval date b Miami -Dade County Product Control Division. These documents shall hereinafter be referred the approved drawings. 3. LIMITATIONS 3.! This approval applies to singl: unit applications of pair of doors and single door only, as shown approved drawings. Si; -,_,le door units shall include ail components described in the active leaf( this approval. 3.2 Unit shall be installed only at locations protcc(cd by a canopy or overhang .such that (lie ang!c between the edge of canopy or overhang to sill is*less than 45 degrees. Unless unit is installed.i non -habitable areas where [lie unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance Al the approved drawings. 4.2 Hurricane protection system (shut(ers): the inSlallntion of this unit will renuire a hum protection system. 5. LABELING 5.1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIRMNIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies ol'tllc approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly markcd to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Official or the South Florida Building Co. (SF13Q in order to properly evaluate the install of this system. N1anu I PerCZ, P.E. Product Co ro Exams t�rni�rrr► i�nnl.nl rl:...,...... Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 2001 April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi. and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of . product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this aceeptar including the correct installation of the product. d. The cnginccr who originally prepared, signed and sealed the required documentation initi: submitted, is no longer practicing the engineering profession. 4. Any revision or change in (lie materials, use, and/or manufacture of the product or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. �. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. -. Misuse of this 'Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami-Dadc County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acccptancc shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF TII IS ACCEP' 'ANCE Manu Perez, P.C., Product Con tr yarn n..,,i„ Glazed Units COP-WL-MAOI OO.02 F18 ERGLASS DOORS 6'8" Height — Inswing •Singlesiih) X 70' Pasonile International COP-WL-MA0141-02 it t.r• i t 02.0419.08 (Application Filed) 1' Rating 52.0 Impact Rated NO 2.6' 2'8" 2'10" 3'0' 37 Not Listed Not ListedArrangement — — X0, OX. OXO r i r I r r 2'8' + 1'0' r r COP-WL-MA0143-02 r.r t 02-0419.08 (Application Filed) r r 52.0 . : NO 2'8" + 1'2" 2'10' + 1'0' 2'10" + 1'2' 3'0" + IV 3'0' . 17" 1'0' + 2'8' COP-WL-MA0144-02 02-0419.08 (Application Filed) 52.0 NO I I 1'0' , 2' 10" + 17 1'2' + 2'8' + 1.2" 1'0" + 2'8' + 1'0' 1'G' - 3'0" + 1'0" 17 + 2'10" + 17 1'2" + 3'0' + 1'2" 2'6' + 2'6' + 2'6' 2'8' + 2'8' + 2'8" 2'10" + 2'l0' + 2'l0' 3'0' + 3'0' + 3'0' XX. OXXO i 2'8' . 2'8' COP-WL-MA0142-02 02-0419.08 (Application Filed) 52.0 r NO t 2'8" + 2'8" 2 10" + 2'10" 3'0" + 37 2'6' + 2'8- + TV + 2'6" COP-WL-MA0145-02 02.0419.08 (Application Filed) 52.0 NO 2'8' -i 2'8' + 2'8' a 2'8' 2'10" + 2'10" + 2'10" + 2'10' 3'0" + 3'0" + 3'0- + 3'0' Notes: 1. Door arrangements using fewer panels than what is shown in the above Chart also comply under the product approvals shown. 2. Assembly details are available from Me Masonile International websile (www.masonite.com) or Irom the technical center. 3. Installation instructions are available from the Masonite International webslte (w•a'w.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other struct_-les). National, s!ate or local building codes specify the edition required. Masonile Inlernxional structural, cyclic. air. water. forced entry/or impact testing Is done In accordance with MiamfDade BCCO protocol PA201. Oak off AR k EK" r u.r►U.w.tt .. n•�w•u onna ra..I--.,..d..(."D— AM 0 79 ?on? M'ra"N"pnpvnWPXi.rl- 0'0- W'A"tlIVIUKN.mt,Qrignln0I-WUCI arw:ware 1. r1'.W —'" nacre. p��C,, � I.rlr r..-•� r.-w Masonite International Corporation COP-WL-MA0100-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing r X 1EMAMMUM, ' ' r 2v COP-WL-MA0161-02 02-0418.03 (Application Filed) 55.0 NO 2 6 2'8' 2'10' 3'0' 3'6' 2'8" + 1'0" Not.Usted r COP-WL-MA0163.02 Not Listed 1.r• 02-0418.03 (Application Filed) — _ r• r 55.0 NO 1 2'1J' + 1'0- ' 210 + 1'2' TV - 1'0" TO' + IT X0. Ox. OXO t 1'0' + 2'8" + 1'0' COP-WL-MA0164.02 02-0418.03 (Applicalion Fled) 55.0 NO 1'0' + 2'10 ♦ 1'0" 1'2' + 2'8" + 1'2' 17 + 2'8" + 17 l'0- + 3'0- + 1'0- 1'2" + 2'10' + 1'2- 1'2" ; 3'0' + 1'2" 2.6" . 2'6- : 2'6" 2'8" + 2'8" + 2'8" 2' 1 C" +'e10' + 2' 1 G" —' i 3'0' + 3'0" + 37 XX. OXXO 1 2'8" + 2'8- COP-WL-MA0162-02 02-0418.03 (Application Filed) 55.0 NO 2'8' + 2'8' 2'l0' + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6' + 2'6- COP-WL-MA0165-02 02-0418.03 (Application Filed) 55.0 NO 2'8' + 2'8" + 2'8" + 2'8- 2'1G" + 2'10' + 2'10" + 2'10' 3'0" ; 3'0- + 3'0" + 3'0- NO' Cccr a.!angements using fewer panels than wha! is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from lite Masoni,,e Wernational website (www.masonite.com) or from the technical center. 3 Installation instructions are available from the Masonile International website (1vww.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced enlry/or impact testing Is done In accordance with Miaml-Dade BCCO protocol PA201• PA202 & PA203. d raft ARTF-K �.'..:: r a a •r �.00nt wr...-wN-p.,. 4..r w:.: Vl PREMO .Z4.11,-j, .( J • ON (:J4!Y.D p+pWJn ot Iof1.9 inp.pvt a man sptohr.an, or s;pn me D,.tt M a 10 n 11 ! I n t e r n a t i o n a l c o r p o r a t i o r. orl/:r:�`CI t. CaTR ...IpN1 tpo(t. COP-M-MA0100-02 F'IlERGLASS DOORS Glazed Units 8'0" Height — Inswing 2'0• 2'6' 02-0423.01 X 2 8' COP-WL-MA0146-02 (Application Fled) 40.0 NO 2'10" TO' 3.6- Not Listed Not listed r X3. OY, CX0 2'8' + 1'0- -- COP-WL-MA0148-02 02-0423.01 (Application filed) 40.0 NO 2'8" + 1'2" 2'10" + l'O" 2'10' + 1'2' 3'0" + 1'0' t 37 + t'G' COP-WL-MA3149-02 02-0423.01 (Appiication filed) 40.0 NO 1'2' + 2'8' + 1'2" --� 1'0" + 2'8' + 1'0" 17 + 3'0' + 1'D" 1'2" + 2'10' + 1'2' 1'2' + 3'0" + 1'2' 2'6' + 2'6' + 2'6" 2'e" + 2'8" + 2'8' 2'10" + 2'10' + 2'10' 5'C + 3'0' + 3'0" ! ' XX, OXXO 2'S- . TV COP-WL-MA0147-02 02-0423.01 (Application Filed) 40.0 NO 2 6" + 2 8 210' + 210" _ 3'0' + 3'0' 2'6' + 2'8- + 2'6' + 2'6' COP-WL-MA0150-02 02-0423.01 (Application Filed) 40.0 NO 2'8- + 2'8- + 2'8" + 2'8" 2'10" + 2'10" + 2'10- + 2'10" 37 + 3'0' + 3'0" + 3'0' ('Votes: '-. Door arrangements us;l:g fewer panels ti;ar. wha! is stiowrl in the above chart also comply under the product approvals shown. 2. Assembly detzi!, are available from. The Masonite Irr!ernalional website (www.masonite.com) or from the technical center. 3. !r:sia:'3:ion ins!reclions are 3V3il35te frost .he f4ason;1e Internaticnal website (www.masonite.com) or from the technical center. :. Ac:vzi ersien pressure requirement for a speci'ic cuilding design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or Kcal buitaing codes specify the edition required. 5. Masonite International structural, cyclic. air, waver, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201. PA202 d PA203. 0ak1aif •.J. ...r rn(rafr:f ARTEK" r rnr. Irrr..a.ff liMT4Y r•a..J.......�"�.0 L••�/O.w. r.r l"r.,.rr l ../w�// PRE/NVC=.11w,; • 'r/�/Gf!l r%traysuK gC�:nNpr+l:ral nr.pr+R��r rl1 TI.H 1pt:�M: _. rif, Cff.pr•: ]ter>:.:1 Masonite International Corporation Glazed Units COP-WL-FAA0100.02 FIBERGLASS DOORS 8'0" Height — Outswing 1 X Singles 1 2V masoniteinternationalr l' r 02-0423.03 COP-WL-MA0166-02 (Application Fled) 1• Rating Impact 47.0 NO 2'6 2'8' r10- 3'0' TV Not Listed Not Listed — _ X0.OX. OXO 2'8' + 1'0' MEN COP-WL-MA0168-02 1. 1• r 02-0423.03 (Application Fled) r• 1 47.0 1. 1 NO 2'8' + 1'2- 2'10' + 1'0' 2'10' + 1'2' 3'0' + 1'0' 3'0- + 1'2' 1'0' + 2'8' + 1'0' COP-WL-MA0169-02 02-0423.03 (Application Filed) 47.0 NO 1V+2'10'+ IV 1'2' + 2'8' + 1'2' 1'0- + 2'8' + 17 1'0' + 3'0' + 1'0' 1'2' + 2'10' + 1'2' 1'2' + 3'0' + 1'2' 2'6' + 2'6' + 2'6' 2'8' + 2'8- + 2'8' 2'10' + 2'10' + 210' 3'0' + 3'0' + 3'0' XX• OXXO 2'8' + 2'8' COP-WL-MA0167-02 02-0423.03 (Application Filed) 47.0 NO 2'8' + 2'8' 2'10' + 2'10' 3'0- + 3'0' 2'6' + 2'8' + 2'6' + 2'6' COP-WL-MA0170-02 02-0423.03 (Application Filed) 47.0 NO 2'8' + 2'8- + 2'8' + 2'8' 2'10' + 2'10-+ 2'10- + 2'10- 3'0' + 3'0- + 3'0' + TO' Notes: 1. Door arrangements using fewer panels than what is shown in the above chart alsb campy under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonife.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National• state or local building codes specify the edition required. 5. Masonite International structural• cyclic. air. water. forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 d PA203. Oakcraff �IMl 0 AR EK- Nf I,A\V 1, M'INV GOON\ •-r r •-- rMI�M�I-..��IT pr.. �•�� PREM aZi,r 1/—,— • b"29."M —o.. W coNU-q DmOr WV'°aNn'^moK_..k,s smdK.A—. usy+.4 YOAKI Masonite InlernaliOnal COIpOratiOn OV-d' Ill, W 1-.W nVq d N K, Opaque Units COP-WL-MAOIOO.02 • • ViBERGLASS DOORS 6'8" Height — Inswing 1Singles X X0. OX. OXO 1 2'0- I 1 COP-WL-MA0101-02 rl' r 01-1031.01 r• Rating 76.0 Impact NO TV 2'8 2'10' 3'0- 3'6' 2'8' 91 Not Listed COP-WL-MA0103-02 Not Listed 02-0109.10 (Application Fled) 55.0 1 1 NO + 1'2' 2'10" + 1'0' 2'10" + 17" 3'0" + 1'0" 37 + 1'2' 1'0' + 2'8' + 1'0" COP-WL-MA0104-02 02-0109.10 (Application Fled) 55.0 NO 1'0" + 2'10' + 1'0" 1'2' + 2'8' + 1.2" 1'0' + 2'8' + 1'D' 1'0" + 3'0' + IV 1'2" + 2'10" + 1'2' 1'2" + 3'0' + 17 2'6" + 2'6' + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10' 37 + 37 + 3'0" XX. OXXO 2'8" + 2'8" . COP-WL-MA0102-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8' 2'10" + 2'10" 3'0" + 3'0' • 2'6' + 2'8' + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8' 2'10" + 2'10" + 2'10" + 2'10' 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National. state or local building codes specify the edition required. 5. Masonite International structural. cyclic. air, water• forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. Oak raft AR k EW IIY. Yf•1 ..111: M'1 MY OOOYS N"Ir�•I l+rry-IT Dr•+ 1 ..1.....1, .. �>cC.... � -"�- owl 1.., 9P'09.1.a0'Wo •YrtnmluYmainWI-k.wt.Ot,pr,ropd— Masonite International Corporat;on &W UM- b C..V1 rYhW "W FIBERGLASS DOORS Opaque Units 6'8" Height — Oumving r W., COP-WL-MA0121-02 r. 01-1031.02 r t 76.0 ,. NO e• X , , 2'0' 2'6' 2'8' 2'10' TO" TV Not Listed Not listed — Arrangemenl X0.OX• OXO rth) Multiples— 2'8' + 1'0' roasoniie, international COP-WL-MA0123-02 Miami-Oade BCCO 02-0109.09 (Application Filed) DP Rating 55.0 Impact Rated NO 2'8' + 1'2' 2'10' + 1'0' 2'10' + 1'2' 3'0' + 1'D" 3'0' + 1'2' 1'D' + 2'8' + 1'0' COP-WL-MA0124-02 02-0109.09 (Application Fled) 55.0 NO 1'0' + 2'10" + 17 12" + 2'8" + 1'2" 1'D' + 2'8' + 1'D' 1'0' + 3'0" + 1'0" 1'2" + 2'10' + 1'2' 17 + 3'0" + 1'2' 2'6' + 2'6" + 2'6' 2'8' + 2'8' + 2'8" 710'+2.10-+2'10" 3'0" + 3'0" + 3'0' XX. OXXO 2'8' + 2'8' COP-WL-MA0122-02 02-0109.09 (Application Fled) 55.0 NO 2'8' + 2'8' 2'10- + 2'10' 3'0' + 3'0' 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 (Application Filed) 55.0 NO 2'8' + 2'8' + 2'8" + 2'8" 2'10" + 2'10' + 2'10' + 2'10- TO" + 3'0' + 3'0" + 3'0' Notes: 1. Door arrangements usirig fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.rriasonile.com) or from the technical center. 3. Installation instructions are available Irom the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design b geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National• state or local building codes specify the edition required. 5. Masonite International structural• cyclic. air. water• forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 S PA203 Oakcraff ARk EK- r Ine.G4wsa ANInY 000.4 N•.. r..r.. i�.•N_IT O— Aw 129. 2002 U. to.w.p rowan a wo" mwwema A" weco-ton, oesyn um;wou.t wu, u rnarge .nnom -we. Masonite International Corporation Opaque Units COP-M-MA0100.02 . . . FIBERGLASS DOORS 8'0" Height — Inswing 111111111FAW-ul X Singles (width) TV tilasonile International COP-WL-MA0106-02 MCI" r.t r 02-0109.08 (Application Filed) r 70.0 NO 2'6" 2'8' 2'10" 3'0" 3'6- Not Listed Not Listed —Arrangement — X0, OX, OXO r.iumples tlh) 2'8' + 17 masonite international COP-WL-MA0108-02 Mlaml-Dade BCCO 02-0109.08 (Application Filed) OP Rating 55.0 Impact NO 2'8' + 17 2'10" + 1'0' 2'10' + 1'2' 3'0" + 1'D' 3'0" + 1'2- 17 + 2'8' + 1'0' COP-WL-MA0109-02 02-0109.08 (Application Fled) 55.0 NO 1'0- + 2'10' + 1'0' 17 + 2'8' + 1'2' 1'0' + 2'8' + 17 1'0' + 3'0' + 17 17" + 2'10' + 17' 1'2" + 3'0" + 17 2'6' + 2'6' + 2'6" 2'8' + 2'8' + 2'8' 2'10" + 2'10' + 2'10' 3'0' + 3'0' + 3'0' XX, OXXO 2'8' + 2'8' COP-WL-MA0107-02 02-0109.08 (Application Filed) 55.0 NO 2'8' + 2'8' 2'10' + 2'10- 3'0' + TO' 2'6' + 2'8' + 2'6" + 2'6- COP-WL-MA0110-02 02 0109.08 (Application Fled) 55.0 NO 2'8' + 2'8" + 2'8' + 2'8' 2'10" + 2'10' + 210' + 2'10' 3'0- + 3'0- + 3'0' + 3'0' Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International websile (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International websile (www.masonife.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 d PA203. Oak�raff AR EK'� O.r .292W nga.n o�Mown mVwemem iwas15 fM4�.tao.s M�.p.aM MOO�n Masonite lnteinational Co,po,at.on mu+sWitc� ro troop..+mw naa. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing COP-WL-MA0126-02 02-0109.07 (Application Filed) 70.0 NO X 2.0' 2'6 2'8- 2'10' 3'0' 3'6' ' Not Listed Not Listed — _ X0. OX. OXO 2'8' + 1'0" COP-WL-MA0128-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 1'2- 2'10' + 1'0' 2'10 + 1.2 3'0' + 1'0' 3'0" + 1'2' 1'0' + 2'8' + 1'0- COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO 1'0" + 2'10' + 1'0" 1'2" + 2'8' + 1'2- 1'0' + 2'8" + 1'0' 1'0' + 3'0" + 1'0' 17 + 2'10' + 1'2" 1'2" + 3'0" + 17 2'6' + 2'6" + 2'6' 2'8" + 2'8" + 2'8' 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" XX. OXXO 2'8' + 2'8' COP-WL-MA0127-02 02-0109.07 (Application Filed) 55.0 NO 2'8' + 2'8" 2'10" + 2'10' 37 + 3'0' 2'6' + 2'8' + 2'6' + 2'6" COP-WL-MA0130-02 02.0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8' + 2'8" 2'10' + 210" + 2'10" + 210- 3'0' + TO' + 37 + 3'0' Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonile International website (www.masonite com) or from the technical center. 3. Installation instructions are available from the Masonile International website (www.masonife.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National• state or local building codes specify the edition required. 5. Masonile International structural• cyclic, air, water• forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 d PA203. Oakcraft, AR O EK" 0 I IMr M1: ,,A1S kNI XY'nOOX{ rL4.r..�lwryu lw)Dw. Apr if 2= ^ o....•OOu g let+ -V mcrx os wDoaninp.memml mars sprsll+Jlomors.pn,op pad<I Mate International Corporation Of UJ fu01H1 W s1ly.pr - low rotor. X. Unit 6' TYP. r, A r UNR 8'0" UNIT 15/16• 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" MID-WL-MA0001.02 , SINGLE DOOR Latching Hardware: • Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8' GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16' Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF d PA NOS for southern pine lumber with a side member thickness of 1-1/4- and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4- embedment. 3. Wood bucks by others. must be anchored property to Iransler loads 10 the structure. 0 PRE ADri1 79 200 - o....., D..,. 11 'A" �,too Ou rarn•wnp or00r3m 010'.0o0—D..—"—k,s snrc.K~o . Masonite International Corporation Otsgn -0 p00u OWd f•gnt 10 01.0e .•hM rwrtt XO or OXPAID-WL-MA0003-02 Unit SINGLE DOOR WITH 1 SIDELITE T TI NTYP.- CL TYP. Fes- TYP. I 1 ► I .t I t 6' TYP. TYP. "S" UNIT 8'0' UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2' long screws per location. Rough Opening 1 • Width of door unit plus 1/2' • Height of door unit plus 114" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include /8 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF d PA NOS for southern pine lumber with a side member thickness of 1- 1/4- and achievement of minimum embedment. The 3/16' Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4- embedment. 3. Wood bucks by others. must be anchored property to transfer loads to the structure. Apld 79 n37 MJtOnilt Inl ernaliOn]I (OrpOr ]lion U.. aw+•+. -; 1"-10 rvinnnl .•.ra.r�vn mnef lun•lawo�n dngn a K Y%A1 GMA fWIK11D lhOW -dhWl n01Kt Unit r :SINGLE DOOR WITH 2 SIDELITES s� � TYP TYP CL I TYP I TYP. • UNIT 8'0' UNIT 15/16' 11-1/8• MAXIMUM ON CENTER TYP. I 6 per vertical framing member 11 per horizontal framing member 4inge and strike plates require two t-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4' + . r r i r f f r t Latching Hardware: • Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the dillerent fasteners being considered for use. Fasteners analyzed for this unit include /8 and /10 wood screws or 3116" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF d PA NOS for southern pine lumber with a side member thickness of 1.1/4' and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Ap,d 29. 2002 0. ---Q v",-Va W:•.•;.�,.r.�r.0 mrc���r,++,n.,..•, Masonite International CorpOralion oxxoMID-WL-MA0005-02 Unit r DOUBLE DOOR WITH 2 SIDELITES . � 7 6• CL TYR TYP. TYP. TYR ! ► ! ► 1 ! 1 ! 1 1 ► ! • ! 1 1 TYP. r6'r UNIT 818• UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYR r r r r• r r r ►► r r• r r • r Rough Opening 1 • 6 per vertical framing member • Width of door unit plus 1/2" • 16 per horizontal framing member • Height of door unit plus 1/4- Hinge and strike plates require two 2.112" long screws per location. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8' GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at lop and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3116" Tapcons. 2. the wood screw single shear design values come from Table 1 1.3A of ANSI/AF 6 PA NOS for southern pine lumber with a side member thickness of 1-1/4- and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4- embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure 0 APM79.?00? ,• MasOnile IntelnJliOnJl COrp0lJllOn Ow re..+wq roON• of roo.rc. To-o.r+.m1 n.an >on+aao..i. Ong• Y.O 1✓00u1 0ni1 WN" I ro (L.pr -tqA roar 1' EI 1 XX Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT. ° Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door XUAntum unit sin . 6'0' a 6'E• Design Pressure +52.0/-52.0 Limited water unless sWW tftresMld design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resisUN requirements lot a specific building design and geographic location is determined by ASCE 7-natiorW, state or local building codes specify d,e edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have bees followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: Do DD DD DD VDU DD 100 series 133. 135 Series 136 Series 6M Series 1/2 GLASS: a 00 oD D ° a DD DD DD DD DD DD 10S Series 106. 160 Serves' 129 Series' 12 R/L. 23 R/L. 2e R/L 107 Series' 108 Series 30e Series Series' Ions glass ka may also oe usto o the lollowing door style' Eyebrow 5-Panel min scroll Oak _gaff AR k EW r..r......,..._ IIUL'�r:L Al! Ltil.' Duo.♦ w.*.•.•.I rt...p.r...ro�.. r✓Sn• • Aprd29.2002 Masonite International Corporation ow co "'I Poor). or o•odu, ^iron.., .)srs specdcncm drsq. arw pdd-, dN.t S.C'm W rnygr "llroul n - XX , . , , , , Glazed Inswing Unit , FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: z DO 00 } i e0e Series 410 Series 109 Series 114. 120. 122 152 series 119 Shies 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, P.E.20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane loam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). Stale of Florida, Professional Engineer Kurt Ballhazor, P.E. — License Number 56533 Oak raft 11U1"1:1A�� 1:"1"♦ 11.11r.♦ ra...4.rN1.�.. April 29. 2002 0a ra+nvq 01w— 01 pvw0 m»es sonftmom Orsgn arle "WW 0rb1$.bwo 10 tr iow.,rh r nM, Masonilt International Corporation XO or OX ' Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0143.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8-. Single Door with 1 Sidelite Maldmum uii size. 6'0- a 6'0- Design Pressure +52.0/-52.0 Linlite0 water Unless special 1Meshord Design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and bnDact reshlard requirements for a specific budding design and geographic location is determined by ASCE 7-r2lipul, slate or local building codes specify the edition requited. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02- MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: - DO n0 am � DO 00 00 DOD 00 100 Series 133. 135 Series 136 Series E22 Series 1/2 GLASS: 0 ❑ UU UU ❑ ° a 00 00 00 00 00 00 105 Series 106. 160 Series- 129 Setes- 12 R/1.. 23 PA. 24 R/L 107 Series- 108 Series 30e Series Series- •7tws glass od -nay also be used w\ The lonowurg door style. ryeorow 5-panel with scion Oak�raff AR k EK" ._ . rur wr �.\\i 1:n lw\•rir+..w.\ r+w 4.rNrMrr.. l+rr O.rr _ April 29, ?0D2 MaSOnrte International Corporation Ow rwwr-+ow>.nWprMetrwro-o•r+4•l�wr>>pnutau+>, orsq+++o rr..0 nmar XO or OX O • r I I Glazed Inswing Unit . r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: e0e series 410 series 109 series 114. 120. 122 152 series 149 Series 300 Series series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R- 12L 23IL 23L. 450 Series 152 Series 1e9 Series 109 Series 120. 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). M N* IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraft; ARkEW �ir�L.�'r..���4�r�a r.�r�r"♦ .Y.4.rMra�p..I�, 0.�. Ao'+ 29 2002 0. r'" g O Wam Or 0-0"-0--rmM1 -011 Wft'kA*-$. dfSV a00 WNW ]naa 1.i.10 r0 Oa001 ".qe Masonite International Corporation OXO 1' tt.,I Glazed Inswing Unit , APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 2 Sidelites Maldmurn unit size . 9'0' a 6'E' Design Pressure +52.0/-52.0 Limited water unless special Itueshotd design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-nationat. state Of local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: a0 nn t nn D0 On �00 na 100 Series 133. 135 Series 136 Series 922 Series 1/2 GLASS: O D 00 00 0 0 a 0n 00 00 00 00 00 105 Series 106.160 Series- 129 Series' 12 R/L. 23 R/L. 2e R& 107 Series' 103 Series 30e Series Series- l1hS 913sS !il nuy aISO be uSeO in the following door Style Eyebrow 5-panel wnll scroll O ak�-raff Ir 1\IUL XIrIA\\ LMIX\,UI)IyX\ AR 4 EW Ib�M.✓.11•rhu lrr D.�. ........ _ 1. Apne 29. 2002 0. cmv -v noo,N or gown mwatmrm r,,Ats o"'KA—s ongn Era wowcr MaSOnite International Corpo,ation aru, l.bK0 w I..w .urow rase. OXO Glazed Inswing Unit COP-WL-MA0144.02 . -' j FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: D D 0o no e0e series e10 Salts 109 Seri" 114. 120.122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: WWI I t1 129 series 200 Series 1211, 12E. 23R. 27L e50 series 152 Series 149 Series 109 series 120. 122 stiles 300 series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: Oakgraff I .tlt Nt.l.\\.\ lr.lN\•UIn IM) TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. SU1E To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida. Professional Engineer Kurt Balthazor. P.E. — License Number 56533 AR EK" .._.r...... raw.. t.... n�. April 29. 7007 0. to~ ac0— a p.u0"" :nvo.emrnr "is sm,it SNIs otw a.4 O'De l 0404 kQwl b Chow -Nrlotlt route Masonite International Corporation oxxoCOP-WL-MA0145-02 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: ;`rats- i 'f 5 till O i Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8'. Double Door with 2 Sidelites Maximum unit stye . 12'0- a 6'6- Design Pressure +52.0/-52.0 Limited water unless special tluesnold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact reslscard requirements lot a specific building design and geographic location Is delermined by ASCE 7-na2lonal• state or local building codes specify ft edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: al3b am OD pp DD DD UDC DD DD too Series 133. 135 Series 136 Series 622 Series 1/2 GLASS: D �� 0� ❑ ❑ DD DD DD DD DD DD 105 Series 106. 160 Series' 129 Series' 12 PA. 23 RA- 24 R/L 107 Series' 108 Series 304 Series Series' • Ihis glass W may 31SO be used in the IOltonRq door Style: ryetiroM 5-p2net rnth scion Oak raft AR k EK'� u...l.. v.e lt...ryn1..10.w. PRU DCG. �./.r.� -� D 1'1 r11•M I:I .\\\ tMIM\" UrIU r11 AP 79. 2007 Or ln+n.�p woylm or V oaKl mo.ntrnMr m>• n sonny>,ans, a\n tp maour OrW i.pflr ro c4Ygr .arnur near M a Soni l e international Corporation OxxO , . ; , , , Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 404 Series a tO Seies l09 series 114. 120.122 152 Series 149 Series 30o Series series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L 23R• 231. 450 Series 152 Series 149 series 109 series 120. 122 Series 300 Series 24R• 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32' wood composite. Interior cavity of slab filled with rigid polyurethane loam core. Slab glazed with insulated glass mounted in a rigid plastic lip life surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). Slate of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Oak raft 1........i, . _ — o....., o.... � f.��✓VV Masonite International Corporation AR j EK" i .i.l M.el�»lr.i "♦.r ..i.� r�.4.r �ryrlv.D— ADri 29. 700? 0wu.An..i4 Mo7LnW POD"D.no.ortmrnrAWes SDKAK IiOnt. OesgA iro aoaiAt onii s.OKtl to Ehaw "'w*.A Mr( r XX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0147-02 :....I 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door ► a)dff rrm unit site . Wo" a Iro- Design Pressure +40.0/-40.0 Limited rater unless special oresholo design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant tequiternnts for a specific building design and geographic location is determined by ASCE 7•tlalional• slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n DD .a series cam 00 DD gn series 108 series 0 0akcraff AR k EK" 1111E Mf.l A..\ 1F1.\'•UVVM1 .�rl.....rlwe.r [�)0.r. Aori 79. 7007 - - °•• r -• U.(om—C yov=nodwe.nro•rmem Wtes speuKllnns desio. yw or00ucn Masonite International Corporation oru+sv W's W ("t .nrg1A MK,. XX- Glazed Inswing Unit APPROVED DOOR STYLES: FULL'GLASS: COP•WL•MA0147.02 8"0" FIBERGLASS DOORS 0 $to series 852 series a0o series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CIIY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). Slate of Florida, Professional Engineer Kurt Ballhazor, P.E. — License Number 56533 Oak raft r. ..r •; ,r..r AR J EW ..u�.•r.a ,-.. Ln•r�. ... ....r....rrwry"I+vr Dr.. April 29. n02 0m tmwa v vavam a r.00w a"varmem main rp"Rem, arras fYawrr 10 hasp. wlnw a <' orf.r are praaarr 0 .......... Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: C0P•WL•MA0148.02' 8'0" FIBERGLASS DOORS `A Or, '•i Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Matdmurn unit We . 6'0' x L'0' Design Pressure +40.0/-40.0 Lk,eled water unless speciar tMeshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-national. state of local building codes speoly the edition required MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: DD DD 622 series 1/2 GLASS: DD 404 Se,ies 10E serves 0 Oak�r AR-kEK'+ , .. ._ 1,,•1,�.�,,\. ,..V,.I n,..:Y: .a..4.v.1tw, Dr.. Atod 79 2002 - o....., o.... O,. tm,--v0,0o.a•. o, p,o-.—pO.Mrv—'n sonaas,ms otsq. ms wcm . Masonile international Corporation aw l.iyn, q IN.,Qr .aMM :uu r XOorOX ,. 1, ,;, Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: BID sales ano serf APPROVED SIDELITE STYLES: a V� 450 series 8.52 Series 810 Serin Snies CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8- laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, SIAIE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff ,1)I).)MS AR 4 EW �UlMr:l n\.1 LNr"s w.l..yy r.A"t.m, D. •...., r..� ADd 29. 2002 •, o....., o.... G. [ora+y.p p.opam or moo..rt ...po•tmrnr matn utcnaaom orvy. a..a aoatar M a s o n i t e International C o r p o r a t i o n ft.,%.tw. ro t", wuo.n roa r 1 OXO Glazed Inswing Unit 8'0" FISERGLASS DOORS APPROVED ARRANGEMENT: - e O O a� Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3W x 8W. Single Door with 2 Sidelites matdrtrum unit sin . 9'a' a E'g' Design Pressure +40.0/-40.0 Limited water unless special dues" design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements tot a spedlic building design and geograptk location is determined by ASCE 7-rationaL state or local buildup codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 114 GLASS: am - DD DD an series 1/2 GLASS: Oakcraff AR k EK" 11UL''MI:LA\\ L:. 101 •111nYl .w+4•r.wlr.Fw t—Or. Apra 29. 2W2 OW rau.11rlD wevb 0 01 WoD..r1 I sD.ftmon a,*-u Wo . ra� dt.60 1 10 slulpe ..IroN MN I. IOE series PREtit.?^.7i.�i ,... ❑ r'X/.�t'1/.Z?/fi�C3' Masonite International Corporation Ox0 tl je l Glazed Inswing Unit r 890" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: �s Eto series 300� APPROVED SIDELITE STYLES: f .so series E52 series ato series gpo series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8- laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida. Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" 1 ro�Mr:�n�ti [n lNr UVOY� �w4.r..•ri..n.. t..^p.... Apra 29. 2002 oil tordnrrp W0V— of Tudup mpovrmrnl mrlrf IM114M.OM dmon rrtl poou j crud suDlnr ro 1--VT .n1n WKr Masonite International Corporation OXXO Glazed Inswing Unit $'O" FIBERGLASS DOORS APPROVED ARRANGEMENT: �( O y Q=�Y. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0'. Double Door with 2 Sidelites Madmum unit sin • 170' a E11' Design Pressure +40.0/-40.0 limited water unless special tllresnolo design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements fill a specific bukft design and geographic location Is determined try ASCE 7-national• stale of local building codes specftY ft edifion required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed - see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: mm 00 00 822 Series 1/2 GLASS: 0 toe series 0 O akcraff AR k EK" L-1 01111Y1 .r.r.•v.1I...A"IwrOw. C., Apr/ 29. 2002 .•• o....., o.... 0.1os+.1...p 0roQ.a 01DIoO.rt,. 0+e.. —41 soec.r:cno"t ors;ln rM VOCUCr Masonile International Corporation 6". i.iDrttl . L XV, ..hNa OXX0 r f f l Glazed Inswing Unit I 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: n, 010 series 300 series APPROVED SIDELITE STYLES: f 1: 450 series 852 series 010 Series 300 series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32' wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab titled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME C11Y, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conlorms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak, -raft AR k EK ..r 1 rOl'AI`l.\\1 CN r M\,n.111.1 1—,D_ Apr/ 79. 7002 Our toOO V prow— of 0.00utt r+D wt Y\p• a rOrf )peer.— Or4 Ar00u , &W f090 A ch wl w•1r001 r r masonite International Corporation M 1' 1t • 1 Glazed Outswing Unit , APPROVED ARRANGEMENT: h' `: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" is 6'8". Double Door Maximum unit sin r 6'0' a Fr Design Pressure +55.0/-55.0 Urniled water unless special Mneshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-natW%A state of load building codes specify ue edition required: MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: com DD flD DD 100 Series 133. 135 Series 136 Series E22 Series 1/2 GLASS: ❑ ❑ 00 OD ❑ ° a DD DD DD Dal DD DD 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 PA. 24 Ryl 107 Series' 108 Series 304 Series Series' This glass ail may also be used m the lolbwing door style. Eyebrow 5,-panel wrath scroll, O�raff AR 4 EW April 29. 2002 W{o•+�rrp voparrMMoOucr .n!•orfmnw T•rrt l•tra4MOrn, tu,q. no (r•gKI Masonite International Corporation OfW 1.A/fr W <rW.•f rtlrUJ M14f -xx Glazed Outswing Unit PU8ERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 DO toe Series t 10 series 109 stria 114. 120.122 1S2 series 149 series 30o Series series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab tilled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CRY, S E To the best of my knowledge and ability the above side -hinged exterior door unit conlorms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O; akcraff AR k EK- I,IYLMI:L.\\\LM'IMl•UVIIM\ r��M•rNl��y`u l-vl Oar, /� Av,d 29. 2007 D. <o+rarq rw� of �.w"a a"rwrmr.. rwn aura+urn"s orsq'1 sro POTaI Masonite International Col oration P otu+ wprr 1 le t nrgr �+I�wA rota r XX Glazed Outswing Unit COP-WL•MA0167.02 .. -A .8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3.0" x 87. Double Door Maximum unN site . 6'0' s 8W Design Pressure +47.0/-47.0 United rater unless spwW duesMW design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistard requirements lot a specific building design and geoprapnic location is determined by ASCE 7-nati". state or local building codes specify dre edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: an 022 series 1/2 GLASS: D no as series 108 Series 0ak�raff AR k EK' v r•L'MCLASS LN'r.% UUUYS ra.M.rMl�..p.•I+Mr Dw.• AD 29. 2002 — o-..... o.... Ow arnr.o^oYrud'.r.Wy.Y„rr .n►YRmM na.n fYf{iltaVnf OftgY IM MOOuf� Matonite International Corporation aeu�r f,AMal ro twgr .nrwur Mr�r 3 / (StT S7=IqN rUnAVA4A{IT / ..Illlly ylllly r c 17=71 1 rl; =--71 1 OWN e mmic urc snn no It "Or oom r�.rcrwit�Ao a�OC.c V °r ��) y1II1" III\,t \,kIII III"k \%IIIIIII\k kk I 11 4 =--71 1 1=771 7 REVISIONS DATE: ECN NO. APPVO: DESCRIPTION 11/00 ---- YWW - OTY (1) WAS (2) FOR TRACK BOLT `20 GA. r21 TO o waONTAL TRACK SUPPORT n s wT rAIDm TOc-.L—mrof ooa IIRTALLM CFO 201 Imp, pOTON � cOKI01b V .� u G rxv, rIm rue "AIR M LISTED �,�H Is s AWA/aT AS AN o►r" 11Lr T• }( r rxV. Sim TRAaL - t' HIN, TRACK T1r00Qy mow• Q Trr. 2-1/2%12 G OAu. {Ten TRACK PLACKET. Too LOCKM (4) TRACK MACl= PER SIO[. >r REPORT#9606C /,-a 20CA. U-sAt U-410 N A 2-1-2-1 rr IyA rArrm ILE T110 U-sk" am acnON.IM) ImKr r ll.rd/{' AHm METAL fO1M �wurlw or 1 Orr10NAL "com 4� • O►nOK* Ourrmt KIM LOCK P'09IgN r 1IAAC 0004 ROM . IV-Cr` o T . NOTE I.]� AUHe arua�Nnrt A.eO IA cA ne AANers Arr�rAO=^.1JrtlGi DOORS V ro r-Q• TTICI 00N95T or-.) stcOCa'(}q�N)FRONT MANE RCM U.K 1/2'a� IAo wlo�r5 Ira 00naa i �L• aoLt 000R5 01D1 r-0 NaN CO16HSr p:<S) YtIgIC (NOT 9gNlJ. OONC a QIImC awAQ .`A9a KC/m UO SOREMI TW K 00.MIOBlK IHOt r RECLINED)) ro rR000E A NU9H 1dMIW f1Ur II01RO0 to OOC1 INSTALLER (TO SU17) MI.20NIA . Aum 00 NOT TRANSFER Ida. 20 G w, dLV. STm Om IT" ¢�L.�.� ar vplorr NT JANr �.! 1' _• tI{uc ' • 1/r A"LXT i�YLL 20 G GLv. STm MT9l f7iL . 25 G.WI. STEEL WE RCEAWA / _ 12 G CALY Sim TRACK ' MR COATED RON:C-ao MIK l�(10 rSOµm" Put U1E) { N awoa TN li- IarNpO (C-p MAOaT3 rASfDLD ro R000 i11/ wM oNT �iAo saLr cALVAIRrHe, 4Aao-0rH MIamL'•'. 1U MACII7. AIO A Wf[D-0N 1'Olr[SIDI. I ■00K)•M U LDOO6 L2D00 r9 w. OOMC(T() CI TOP COAT ArKAM TO ISM I ; SK* LATCH O10Ya 1 a'H TY00H1 fCLrS M 17-1/2' COIIO6 (2,000 7/16' la. RCID i SH00 D• STEEL sar.; ; 12 GROLIER CALV. Sim iOr OIKTO AQfIrJI TRACK. n w ODom I. RA9�O r sim am= rASTDUX (OIL rQ MUM) rl{Lf" PTO' STEEL CENTER CENTS M ' • MAaa7 AITALH[D 1. CAL,. STEEL TRACK �%(.1 NEG. ST2T LACK 90C OOOL ITT REp11m11J•• W WI�IO.a[ A 17 omxrDtpjwG GLV SrCil MACHOS /A G 9V,�f yTry, am),. IA [p /W(�1[ { / ' CDiI d/S• 9HRr IAOAL SCAICIMS. 5Hr W .10111TS: _ I Jd/{• 9+Qf IAO/L koAff a SI•RALL HORIZONTAL JAM 00 NOT 1REN oTRACK iAC/®i•d/S iOLr T I) Al A�at A TAPr�DO IHHNL(, ' TZM� I0A6 OR T" 1/4' ON NKM • olmHoc Haven � _ - H. G GW. Sim T cm Do r CA SNORT-STOK. 10 ML STm ROUA OTD HOHCE t1CT Sw _ ! r SanFASTD To OHO•s/S' OKgp[ HNOKL mT lIQNYIM eI JwaS 11'/ eOQS RORG r�4 fs L I 1 O• EALL U-WI i�j 1'LjT V/'• SCV NMn nnr IOC1 V/I HORN CAACL 1 rL I2{32 20 G utv. Sven = r . TAMANC Saari a,H,r>r � aN a Skopown� � D� OESICN LOADS: +24.0 PSF aK -24.5 PSF w. 7Ra STRI NGM: 50 'Im r I OUTa C EACH� TI � TK LIT61'�D" OR or TEST LOADS: +36.0 PSF h -37.0 PSF 1 r. a FAIL . 70 G cLv, rTm u-WK ao rLJx {ar AA=rA wHcaa PART NO.: - N A 2-1-2-1 MTTWH a,[. I" U-01" SrRT I= OHVLEs .IM aRIRDKT RYarHC 0006 FOR TI[ 1DA05 TbIID ON R^Ao,A� O0- Na yen N am 1-7/{' :'H� ON {OrrOH SLCMK OIL V-W1 ON I= INTO VUW--k RO OMnOrf I' ; r sEcrloN CTC.. GHOH u-.NI ATrACRD TIUaL ONE RiM 1.•.a%.• SW ?A~ � f �: IJ�r, =,.K.. �H,.,�.. IDEAL �t:...H, a �.1{� rots IbunCH. unH SIDE . Co.,.noo " CO. TOLEPANCES — • GnciAMU OH 45202 . Hr DOOR. ...Ir... H..a..r Arl r WaN {rO eoout Ic It I-SIl-_4sse002 r O.rrA ..4 �.wr. .0 1.03 p�,ppy ,w.A RA nor r.,,,,,,L�.N,. 1. .00 . 1.0155 DESCRIPTION: MODEL eRST W4 16-0 : e-0: 24/-24.5 DESIGN LOAD a G OALV STEEL rO7T0u MAOaT. a... I "wA• "w ..JH 000 . f .005 DRAWN BY: BMM DATE: 4/1e 00 ' 13 Gk TI ARM EE DOTIOU• SNQT Kr.L saps. /// �. "„,"�„'.."' 0000 *.00t / SCALE: NTS OWO. R O_e L)"oku fTRU40MUSTw, /!//�( /' �� iAYO orq"•' ' =I/2 CHECKED BY: 7Jwv DATE: 4/le/00 SHEET I OF 1 SIZE 1J P1OIKO0n• ONNEEN90MS~AREE w rrmM OWG. NO.: 10213a REV. NO. I v A i 2000 $A j"yB (TYPJ n �E ONE BY VOOD �E7AIL C I X 2 7/16 x Ve 2000 Sx I x 2 7/16 x 3/0 + BUCK BY OTHERS TUBE MULLION- -JAMB CTYPJ TUBE MULLION CONCRETE OR MASONRY• . 08 X 1/2 SELF TAPPING.SMS SEALANT BETVEFN vDfDOV rL AMMS a WUI-MM 08 X 1-V2 SELF TAPPWG SMS SECTION A —A (1) 1X4X V8 TUBE MULLION 11/4' MIK BY OTHERS Q EMBEDMENT . Q '. Q 1/2:Sur -r L :. 14— TAPPING SNS F7. AgTA"JI INSTALLATM ANCHOR 3/16' DLl'- TAACON Sam Amour (TYPJ. EXfERNAIiMULl'iON - .... WSTALL'ATION • CLIP -�IBE IA=IIOf/ - VDON M +ES„ . -. •- - t=� 2000 S!i' TTPICJ<C f 1lJLLI0N TO'CONCRETE O HEAD X I-V2 SELF JAMB RYPJ MULLION • .. ((APPUES..TO: HEAMA .SILL.WHERE • I • X. , .-.78 MS `.. . _ ._ do".2'-X-3—_7U8E' MULLIONS ARE USED) SECTION A=A. (2) -- - . t _r DETAIL"B - f8 h• _ i11STAU.ATION ANDC .. _.. 3/16'-DUI TAPCOr1 TUBE MULLION I MAP. .. i S; CLIP 08 X I -I,? SELF SEALANT:HETVEEH _ TAPPING.SMS vIMDDv iLAN(SS 2000 LK 2000 Sii :' : :_ .:'..: -L MLAAMN •-- - __ _ - - IAMB (TYPJ JAMB CTYPJ _ _ ._.�' .. r: • C .z is 1 1/4 MIK — -- - _ - SECTION A A'(51' ..Q•:•�• ' c1 _ EM—aETDr¢xr Pit_CAS T snL : aY-OTIO RS fe x 1/2 SELF fe x V2 SELFAIlXIL1ARY'PLATE.I TAPPWG SI4S : TAPPWG' SMS -- ' - ---- ... AabITII7NAl.ANd�RSr VFf?I REOUIREW SEALANT IETVEETI' SEALANT BETVEUI __._ - 7 VINWV rLNOCS WDOW FLAMCES --- t Nil1 L1O/ t MmLmN . 48 SELF TAPPING \' / : -:._ _ _ _ _: • _' 18 X 1-1/2 SELF 0 X+:V2 SELF SMS•RYPJ _ 'MULLION TAPPING. SMS TAPPING SMS .I d . SECTION A —A (31 •SECTION• A=A A VIEWED FROM IOR• .j - i FLORIDA.,,* EXT'RUpERS= ° F. AIN MANUFACT�R- SAID. �• ,' TTTT.E: _ - VERTICAL MULLION✓SECTOA SEEO:THER•.tS:IDE�x;SHEET.,:2.•OF• 2)fO.8 2[ 1 DESIGN PRE.SSURt7, .APpCITIE _ _.. _._ ..... DRATr1I tjY: JBW P• r .rtr i►MOVW.a r:�,2 , �•,.� i DAT&2/2/..02._ s2Z=Ei ITS Dtrii'' _.2YMEL •�� FORM 60OA-2001 J FLORIDA' ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1749 Builder: DR HORTON Address: _ Permitting Office: City, St te�ri�j�'�.� l� Permit Number: Owner. �. l� . rIv`� , �� Jurisdiction Number: Climate Zone: Central I. New construction or existing New 2. Single family or multi -family Single family 3. Number of units, if multi -family I _ 4. Number of Bedrooms 3 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (fl') 1760 W 7. Glass area & type Single Pane Double Pane a. Clear glass, default U-factor 271.0 fl' 16.0 fl' _ b. Default tint 0.0 fl' 0.0 fl' _ c. Labeled U or SHGC 0.0 fl' 0.0 fl' 8. Floor types _ a. Slab -On -Grade Edge Insulation R=0.0, 188.0(p) fi _ b. N/A _ c. N/A 9. Wall types _ a. Concrete, Int Insul, Exterior R=4.1, 1010.0 W _ b. Frame, Wood, Adjacent R=1 1.0, 270.0 fl' _ c. N/A d N/A _ e. N/A _ 10. Ceiling types _ a. Under Attic R=19.0, 1886.0 fl' _ b. N/A c. N/A II. Ducts a. Sup: Unc. Rct: Unc. A.H(Sealed):Intcrior Sup. R=6.0, 1.0 Il _ b. N/A F 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Cciling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.16 Total as -built points: 23879 PASS Total base points: 24941 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE:U1n I hereby certify that this building, as designed, is in . compliance with the Florid er y W. OWNER/AG NT: ZA DATE: 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. Cap: 42.0 kBiu/hr _ SEER: 12.00 _ Cap: 42.0 kBtu/hr _ HSPF: 7.60 Cap: 50.0 gallons _ EF: 0.86 BUILDING OFFICIAL: DATE: ) :.c I . .._ PT, _ EnergyGauge® (Version: FLRCSB v3.30) RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 14080 ft3 x 0.0167 = 188 cfm 2 Winter infiltration bad 1.1 x 188 cfm x 32 OF V1Mber TD = 66M Btuh 3. Winter infiltration HTM 6608 Btuh / 325 ft2 Total window = 20.3 Btuhfft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer hetration AVF 0.40 ach x 14080 ft' x 0.0167 = 94 cfm 2 Summer irifitration bad 1.1 x 94 cfm x 18 OF SurnwTD = 1859 Btuh 3. Sumner infiltration HTM 1859 Btuh / 325 ft2 Total window = 5.7 BtuhM2 and door area Procedure C - Latent Infiltration Gain r� 0.68 x 37 gr/Ib moistdiff. x 94 cfm = 2347 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sVM bad cersble ventilation bad 1.1 x W cfm vent x 18 OF Surm-aTD = 990 Btuh Sensible bad for sUucture (Line 19) + 29959 Btuh Sum 9f ventilation and structure bads = 30959 Btuh and termperatee swing mu*5er x 0.98 Equpnient swing bad - sensible = 30340 Btuh 2 Latent sing bad Latent ventilation bad 0.68 x W cfm vent x 37 gr/Ib moistdiff. = 1250 Btuh Internal bads = 230 Btifi x 5 people + 1150 Btuh Infitration load from Procedure C + 2347 Btuh Equpnent song bad - latent = 4747 Btuh 'Construction Quality is: a No. of Fireplaces is: 0 Bold/Italic values have been manually overridden Printout certified by ACCA to meet all reWremwt of Manual J 7th Ed. ,=: wrightSoft Right -Suite Residential- 5.5.06 RSR26014 2003-Apr-30 11:54:09 ACCA E:Tiles\DrHorton2002\174911749.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY o ` Entire House �,. DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831.2665 For. DR HJUM Orlando AP, FL US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Bun heat loss 34243 Bbrh enaliation air 0 cfm Ventilation air loss 0 B<uh Design heat bad 34243 BUh Infiltration Method Si r plified FmpCon b� n quality Averng0 Area (ft� He I' Co 6g Volume (ft') 1 14080 14080 �NaAV (cfrn� 188 0.94 Heating Equipment Summary Mahe carrier Trade Efficiency Heating irpA Heating atput A In Heating air flow factor Space themmstat 0 Btuh @ 47°F 0 OF 1400 m 0.041 drnBblh Summer Design Conditions Outside db 93 OF Inside db 75 OF DesigiTD 18 OF RehWe humidly 55 % Moisture difference 37 gdlb Sensible Cooling Equipment Load Sizing Veribbbon 990 Bbuh UDesign be ahue swing 3.0 OF Total sends. equu'Qbad 30340 Bhrh Latent Cooling Equipment Load Sizing Inberrlal gains 1150 Bbh Ventilation 1250 Bk h InfilVation 2347 Bk h Total latentequp. bad 4747 Btuh Total eeqqL krient bad 35087 Bbrh Req. tDW'cWcapa* at 0.800/a SHR 3.2 ton Cooling Equipment Summary Mahe carrier Trade Efficiency 120 EER Sensible 000fing 332M Bb h Latent cooling 8300 Bbh Total owfirg 41500 BUh Actual Cooling fan 1400 cfm Cooling air flaw factor 0.047 do Btuh Load sensible heat ratio 87 % Bold/italic values have been manually overridden Prinbut Certified by ACCA b meet all reWmrnents of Manual J 7th Ed L wri(ghitSC) t Right -Suite Residential— 5.5.06 RSR26014 2003-Apr-30 11:54:09 E:Tiles%DrHorton2002ll74911749.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Job: 1749 MODEL 10-3-97 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIV/DIN a n sw a c n 0 d 1 1 90 1.0 1.0 3.0 6.0 47.4 38.0 0.0 a n sw a c n 0 n 1 1 90 1.0 1.0 5.0 3.0 76.4 18.0 0.0 a n sw a c n 0 n 1 1 90 1.0 1.0 7.5 6.8 76.4 14.0 0.0 a n nw a c n 0 n 1 1 90 1.0 1.0 1.0 5.0 62.4 23.0 0.0 LDY BTH2 BR3 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR2 --� a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 MBTH d n ne a c n 0 d 1 1 90 1.0 1.0 4.5 6.8 39.4 18.0 0.0 MBR a n ne a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 39.4 16.0 0.0 a n ne a c n 0 d 1 1 90 1.0 1.0 8.0 5.0 39.4 16.0 0.0 b n nw a, c n 0 d 1 1 90 1.0 10.0 1.0 6.8 39.4 40.0 0.0 FAM e y s a c y 0 n 0 2 0 1.0 0.0 0.0 1.0 142 16.0 0.0 KIT a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 b n ne a c n 0 d 1 1 90 1.0 9.0 4.0 8.0 39.4 40.0 0.0 wrighitsoft Right -Suite Residential'" 5.5.06 RSR26014 2003-Apr-30 11:54:09 /�CC{j E:%Files%DrHorton2002\174911749.rsr Page 1 gI ,)iTdXORKSHEET nbre se DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Iwvvu� r. /in m 1 Nanedroan En6eHmse LN/DtN Lay liiH2 2 La ghdaposedwel 1880 ft 58.0 R 6.0 R 5.0 ft 3 Roorncline sorts 19.0 x 24.0 R 7.0 x 9.0 ft 6.0 x 9.0 ft 4 Camp Cordt Opbon 8.0 1heatUOd d 8.0 ft heatbod 8.0 It 8.0 ft heebbod TYPE OF CST HTM Aree Load (l3ltr) Area Load (BLh) Area load (B1ih) Area Load (l3lh) EXPOSUFiE NO. Htg Ctg (M Htg C1g (f"n Htg Clg UP) Htg I C19 (ft) Htg C19 5 Gross a 1413 4. 21 1290 - - 344 - "" - - 0 - - Etp�d b 13C 3. 1.2 288 - - 120 - - 48 - - 40 "- - vralls and c 0. 0. - - 0 - - 0 - - 0 - - part6orL4 d 0 0. c- - 0 - - 0 - - 0 - - e 0. 0. I "" ^^ 0 ^^ ^^ 0 "" "" 0 f0. 0. "" "" 0 "" "" 0 "" "' 0 6 VwdaAsand a 1C 37. ^ 173 (m - 93 31W - 0 0 - 0 0 - glass doors b 8C 37. ^ 2967 - 0 c- 0 0 - 0 0 - Healing c 1C 371 0- 0 c- 0 0- 0 0 - d 9C 38.j 1 OR- 0 - 0 0- 0 0- e 7L 201 1 333 - 0 c - 0 0 - 0 0 - r 0. ^ 0 "" 0 c"" 0 0 "" 0 0 7 ftdomad North 20. - 82 0 ""0 0 ""c 0 - 0 glass doors NEINV11 42 189 - 7188 m "" 1435 0 ""c 0 - 0 Cooing ENV 0 - 0 0 "" 0 0 ""c 0- 0 SESW 56. - 5572 70 "" 4246 0 ""c 0 - 0 South 0. - 0 0 "" 0 0 ""c 0- 0 Horz 142 1 - 2275 0 "" 0 0- 0- 0 8 Ctt>Erdoors a 10D 14. 9. 1 255 179 0 0 18 215 171 0 0 0 b 11A 18. 12 378 255 20 378 256 0 0 0 0 0 c 0. 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4. 21 999 46M 2057 231 10FA 476 0 0 0 0 0 e�osed b 13C 3. 1. 270 851 316 120 378 140 30 40 12& 47 wets and c 0. 0. 0 0 0 0 0 0 0 0 0 parhtiorts d 0. 0. 0 0 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 c 0 0 0 10 Ce&gs a 16D 1. 2 18Bfi 3172 4163 572 97� 1273 63 107 140 54 92 120 b 0. 0. 0 0 0 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 0 0 0 d 0. 0 0 0 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 0 0 0 11 Fbors a 22A 25E 0. lee 4873 0 58 1503 0 6 156 5e: 1 0 (Notroom b 0. 0. 0 0 0 0 0 0 0 0 c 0 0. 0 0 0 0 0 0 0 rs d • 0. 0. 0 0 0 0 0 0 0 10-00 0 for stab a 0. 0. 0 0 0 0 0 0 0 0 floors) f 0. 0. 0 0 0 0 0 0 0 0 12 Infiltration a 20. 5. 325 esc8 18591 113 22981 646 18 386 1031 0 0 0 13 S1blotalbss-6+8-+11+12 - 31130 - - 10028 - - 9% - - 347 Less a dwd healing - 0 - ""c - - 0 - - () •••• Less b-ats<er - 0 - - c - - 0 - - 0 .... Heating redst butia - 0 - "" - - 0 - - 0 •••• 14 Dud loss 101/1 3113 - 1('/ 1CO3 - 10'/ 99- 100/ 35 15 Total loss =13+14 - 34243 - - 11031 - - 1097 - - 382 16 bitgarW People@ 300 - 1500 1 - 300 0 - 0 - 0 Appl. cQ 1200 2 - 1800 0 "" 0 1 - 60t) 0 - 0 17 Stblot RSH gait=7+8..+12+16 "" "" 27245 "" "" 87T2 "" "" 1067 "" "" 167 Lesse�de�rdomlirg .... .... 0 ... - 0 - - - - 0 Less trai de •••• •.•• () •••• - 0 - - - - 0 Coofrg redstril n ^,• •... 0 ..•. - 0 - - - - 0 18 Duct gain Up - 2724 to/ - 877 10'/ "" 106 10°/ - 1 19 Total RSH gait=(17+18)-PLF 1.00 - affl 1.00 "" 9649 1.00 "" 1163 1.00 "' 184 20 Ai required (C "" 1400 14M "" 451 451 "" "" 16 9 PnntmA certified by ACCA tD meet all mquhrients Of Manual J 7th Ed wrsgf-i,tsoTC Right -Suite Residential- 5.5.06 RSR26014 2003-Apr-30 11:54:09 A'C E:1Files%DrHorton2002%174911749.rsr Page 1 RIGJiTd WORKSHEET R PG Ouse DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, Ft. 32746-6206 Phone: (407) 831-2665 �J 1 NTa nadroorn BR3 em KarTH AIBR 2 Leryldeposedval 23.0 R 11.0 It 25.0 ft Z7.0 It 3 Room ck.eEb 11.0 x 130 ft 14.0 x 130 ft 11.0 x 15.0 It 18.0 x 13.0 R 4 Cel gs Corldi Option 8.0 fta1tb001 8.0 11fteeGbod 8.0 It lteei�lol 8.0 R heetbOd TYPE OF CST HTM Area Load W) Area toed w) Area Load W) Area toed (Bill) E)GX)SLW ND. Htg Clg (ft) Htg Clg (fl') Htg Clg Up) Htg Clg (fe) Fltg Clg 5 Gross a 14B 4. 21 VA - - 88 - - 200 - - 290 - - 6po6ed b 13C 3 1. - - 0 - - 0 - - 0 - - walls and c 0. 0. - - 0 - - 0 "" - 0 "- - parE6ors d 0. 0. '-' - 0 - - 0 "' - 0 - - f0. 0. "" "" 0 "" "" 0 "" "" 0 6 V*xbAsad a 1C 37. 1 591 - 16 591 - 0 0 - 32 1183 - glass doors b 8C 37. 0 - 0 - 0 0 - 40 1478 - Haab c 1C 37. 0- 0 - 0 0 - 0 0 - d 9C 38, 0 - 0 - 18 697 - 0 0 - e 7L 20. 0- 0 - 0 0- 0 0- f 0. 0- 0 - 0 0- 0 0- 7 V*xbksad North 20. 41 2 "" 41 0 "" 0 "" 0 glass doors NE NW 42 "" 0 0 "" 0 18 - 709 72 "" 21137 Cooing FAN 0. "" 0 0 0 0 "" o "" 0 SFJSW 56. 1 "" am 14 "" 663 0 ' 0 "" 0 Safi 0. "" 0 0 "" 0 0 "" 0 "" 0 Horz 142 "" 0 0 "" 0 0- 0 "" 0 8 07tedoors a 10D 14. 9. 0 0 0 0 0 0 0 0 0 b 11A 11 12 0 0 0 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 0 0 0 9 NEY a 14B 4. z BE 406 181 72 332 148 182 839 375 218 1005 449 ePosed b 13C 3. 1 252 94 0 0 0 0 c 0 0 0 Ovals ad c 0. 0. 0 0 0 0 0 0 c 0 0 0 parthors d 0. 0. 0 0 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 c 0 0 0 10 Ceilings a 16D 1. 143 243 318 182 309 405 165 2BD 357 234 397 521 b 0. 0. 0 0 0 0 0 0 0 0 0 c 0. 0 0 0 0 0 0 0 0 0 0 d 0.c 0. 0 0 0 0 0 0 0 0 0 e 0. 0 0 0 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 0 a 0 11 Floors a 22A 25.E 0. z 598 0 11 285 0 25 648 27 700 0 (Not room b 0. 0. c 0 0 0 c 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 0 0 0 rs d 0. 0. 0 0 0 0 0 0 0 0 0 for stab a 0. o.( c 0 0 0 c 0 0 0 0 0 0 floors) f 0. 0. 0 0 0 c 0 0 0 0 0 0 12 InI ation a 20. 5. iq 325 91 16 3251 91 181 386 1031 72 14641 412 13 Stbbtalbss=»8-+11+12 "" 2413 "" "" 1842 •••• «•• 2829 - - (m - Less oftm hwm -..- 0 ..•• •••• •••• ••« 0 •.« •••• 0 ••» Lesss bat da - 0 .... ._. .... .... 0 ..» .... 0 .._ 14 Duct loss 10IX 2411 "" 10/ 184 "" 10%/ m "" 10•/ Em 15 Tdal loss =13+14 "" 2664 "^ "" 2026 "" "" 3112 "" "" 6849 16 Inlgaits: People@ 300 c - 0 0 - 0 0 "-' 2 - am +16 1200 o 0 0 17 Subtt RSH gait=7+8�j 1389 "" 1349 "" - 15FA - - 4818 Less edemalcooling •••• - 0 - - 0 - "" - - 0 Lessbawds - 0 - - 0 - ""c - - 0 C0o61g redbhtbution .... .-.. 0 - - 0 - - c - - 0 18 Ductgait 10' - 139 1(F/ "" 135 10%/ "" 156 10% 19 Total RSH gai r-(17+18)'PLF 1 m - 1527 1.00 - 1484 1.00 - 1710 1.00 - 5300 20 Ai required (dm) - 1139171 "" 69 127 - 28DI 248 PTyftA aeT6fied by ACCA tD meet all mqui wnents of Manual J 7th Ed wrrfghtsoft Right -Suite Residential* 5.5.06 RSR26014 2003-Apr-30 11:54:09 '��` E:1Files\DrHorton2oo2%l749%1749.rsr Page 2 gI )iTdXORKSHEET nbre se DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2665 MANUAL J. 7h Ed 1 Narnedioan FAM KIT 2 Leryldeposedwal 0.0 ft 33.0 ft 3 RaorndmaEb 130 x 17.0 ft 12-0 x 21.0 ft 4 C&95 Ca a op6m 8.0 1tteagood 8.0 ft heakool TYPECIF CST M M Area Load (BlW) Area Load (BLit) Area Area E)tPCSURE ND. Htg CIg (fl2) Htg Clg (m Htg I C19 Htg CI9 Fitg Clg 5 Gross a 14B 41 21 c- - 264 - - - - "" - 6poeed b 13C 3. 1. - - 0 wa�and c 0 0. - - 0 parhtiats d oc 0.0 c"" "" 0 e oc 0. "" "" 0 foc 0. .... .... 0 .... ..» .... ..» .... ..» 6 V1trbmand a 1C 37. » 0 - 16 591 - glass doors b SC 37 0 - 40 14 EI - Heafi9 c IC 37. 0 - 0 - d 9C 38. c 0 - 0 - e 7L 20. 1E 333 - 0 If 0. c 0 - 0 7 V1tcbmard North 20. - 0 0 - 0 - glass doors NEMW 42 - 0 % - 2206 - Coafr9 ENV 0. c- 0 0 - - SEGW 56 c- 0 0 - 0 - "» Soren 0. - 0 0 "" 0 Horz 142 1 - 2275 0 - 0 - "" 8 OQterdoors a 10D 14. 9. 0 0 0 0 b 11A 11 12 0 0 0 0 c 0. 0. 0 0 0 0 9 Net a 14B 4. 2.1 0 0 208 958 42B eked b 13C 3. 1 c 0 0 0 c 0 vWtl8rd c 0.c 0. c 0 0 0 c 0 partaors d 0. 0. 0 0 0 c 0 e 0. O. 0 0 0 c 0 f 0. 0 0 0 0 c 0 10 Ce3ngs a 16D 1. 2 221 348 4% 252 427 561 b 0. 0 c 0 0 0 c 0 c 0. 0 c 0 0 0c 0 d 0. 0. c 0 0 0 c 0 e 0. 0. c 0 0 0 c 0 If 0. 0. c 0 0 0 c 0 11 Floors a 22A 25. 0. 0 0 33 856 0 (Note: room b 0. 0. 0 0 0 0 c 0. 0. 0 0 0 0 s� d 'w 0. 0. 0 0 0 0 Boors) f 0. OC C 0 0 0 0 121 timatiorl a 1 20. 5.7 iq 325 91 55 1139 32D 13 Slblolol bss6+8_+11+12 "" loos "" "" 5450 - Less edanal hea59 - 0 - "" - •••• •••• •••• ••� Len bmda - 0 - ""c - •••• .... ••.. •••• Heati9re&bbubon - 0 - ""c - ••.• •••• •»• •••• 14 Duct loss 10' 101 - 10'/ 545 - o .... o/ .... 15 Total loss =13+14 - 1105 - - 5996 - 16 K twits: People @ 300 2- em 0 •••• 0 •••• •••• 1200 - 0 1 "" 1200 17 Sublot RSH gai>=7+8 +12+16 "" "" 3423 "" "" 4716 Less edanal 000kV - - 0 - .... 0 .... .�. .... ..- Lesstr-ansfa - - 0 •••• •••• 0 - •..• •... •.•• Coolr9 reclisb bon - - 0 - .•.• 0 - •••• •••• ...• 18 Duct gain 10' - 342 1(1/ - 472 0/ ...- 19 Total RSH gain=(17+18)'PLF 1.00 - 3765 1.00 - 5188 I M Ai regmW (den) "" 45 176 - 245 y Prirfut certified t7y ACCA to meet al requmnents of Manual J 7th Ed. wrrrghtsOft Right -Suite Residential- 5.5.06 RSR26014 2003-Apr-30 11:54:09 '�G` E:1Files\DrHorton2002%174911749.rsr Page 3 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5 The higher the score, the more efficient the home. 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 (ft') 7. Glass area & type Single Pane a. Clear - single pane 271.0 IV b. Clear - double pane 0.0 ft' c. Tint/other SHGC - single pane 0.0 11' d Tint/other SHGC - double pane 8. Floortypes a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d N/A e. N/A 10. Ceiling types a. Under Attic b. N/A , c. N/A IL Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior b. N/A New _ Single family _ I _ 3 _ Yes _ 1760 ft' Double Pane _ 16.0 1l' 0.0 111 _ 0.0 ft' R=0.0, 188.0(p) ft _ R=4.1, 10 10. 0 fl' _ R=11.0, 270.0 ft' R=19.0, 1886.0 ft' _ Sup. R=6.0, 1.0 It _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Hcat 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) I 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 a co pli featur Builder Signature: vv Date: i 1105 Address of New Home: 3 1 �, City/F Cap: 42.0 kBtu/hr SEER: 12.00 Cap: 42.0 kBtu/hr _ HSPF:7.60 Cap: 50.0 gallons _ EF: 0.86 PT, _ 'NOTE: The home's estimated energy performance core is only available through the FLARES computer program. This is-LQ1 a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnerSyStarMdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge Iveb site at www.fsec. ucf. edu 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. EnergyGauge® (Version: FLRCSB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1760.0 25.78 8167.1 Single, Clear E 1.0 9.0 38.0 63.97 0.99 2415.5 Single, Clear E 1.0 8.0 18.0 63.97 0.99 1137.9 Single, Clear E 1.0 14.3 14.0 63.97 1.00 892.0 Single, Clear S 1.0 6.0 23.0 48.22 0.94 1047.1 Single, Clear N 1.0 6.0 16.0 30.19 0.97 470.7 Single, Clear N 1.0 6.0 16.0 30.19 0.97 470.7 Single, Clear W 1.0 11.3 18.0 57.68 1.00 1033.2 Single, Clear W 1.0 15.0 16.0 57.68 1.00 919.4 Single, Clear S 10.0 7.8 40.0 48.22 0.53 1028.7 Single, Clear W 1.0 13.0 16.0 57.68 1.00 918.9 Double, Clear H 0.0 0.0 16.0 96.56 1.00 1545.0 Single, Clear W 9.0 10.8 40.0 57.68 0.59 1352.0 Single, Clear S 1.0 6.0 16.0 48.22 0.94 728.4 As -Built Total: 287.0 13959.4 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 270.0 0.70 189.0 Concrete, Int Insul, Exterior 4.1 1010.0 1.18 1191.8 Exterior 1010.0 1.90 1919.0 Frame, Wood, Adjacent 11.0 270.0 0.70 189.0 Base Total: 1280.0 2108.0 As -Built Total: 1280.0 1380.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 139.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1760.0 2.13 3748.8 Under Attic 19.0 1886.0 2.82 X 1.00 5318.5 Base Total: 1760.0 3748.8 As -Built Total: 1886.0 5318.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 188.0(p) -31.8 -5978.4 Slab -On -Grade Edge Insulation 0.0 188.0(p -31.90 -5997.2 Raised 0.0 0.00 0.0 Base Total: -5978.4 1 As -Built Total: 188.0 -5997.2 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 1760.0 14.31 25185.6 1760.0 14.31 25185.6 Summer Base Points: 33355.9 Summer As -Built Points: 39986.3 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier (DM x DSM x AHU) Credit Multiplier Cooling Points 33355.9 0.4266 14229.6 39986.3 39986.3 1.000 1.00 (1.087 x 1.150 x 0.85) 0.284 1.069 0.284 0.950 0.950 11537.2 11537.2 EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type/SC .18 1760.0 5.86 1856.4 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Double, Clear Single, Clear Single, Clear As -Built Total: WALL TYPES Area X BWPM = Points Type Adjacent 270.0 1.80 486.0 Concrete, Int Insul, Exterior Exterior 1010.0 2.00 2020.0 Frame, Wood, Adjacent Base Total: 1280.0 2506.0 As -Built Total: DOOR TYPES Area X BWPM = Points Type Adjacent 18.0 4.00 72.0 Adjacent Wood Exterior 20.0 5.10 102.0 Exterior Insulated Overhang Ornt Len Hgt Area X WPM X WOF = Points E 1.0 9.0 38.0 12.37 1.00 472.1 E 1.0 8.0 18.0 12.37 1.01 223.9 E 1.0 14.3 14.0 12.37 1.00 173.7 S 1.0 6.0 23.0 9.90 1.01 229.6 N 1.0 6.0 16.0 15.07 1.00 240.5 N 1.0 6.0 16.0 15.07 1.00 240.5 W 1.0 11.3 18.0 13.25 1.00 238.3 W 1.0 15.0 16.0 13.25 1.00 211.9 S 10.0 7.8 40.0 9.90 2.03 802.0 W 1.0 13.0 16.0 13.25 1.00 211.9 H 0.0 0.0 16.0 10.20 1.00 163.3 W 9.0 10.8 40.0 13.25 1.08 570.2 S 1.0 6.0 16.0 9.90 1.01 159.7 287.0 3937.5 R-Value Area X WPM = Points 4.1 1010.0 3.31 11.0 270.0 1.80 3338.1 486.0 1280.0 3824.1 Area X WPM = Points 18.0 5.90 20.0 5.10 106.2 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 208.2 CEILING TYPES Area X BWPM = Points lUnderAttic Type R-Value Area X WPM X WCM = Points Under Attic 1760.0 0.64 1126.4 19.0 1886.0 0.87 X 1.00 1640.8 Base Total: 1760.0 1126.4 As -Built Total: 1886.0 1640.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab Raised 188.0(p) -1.9 0.0 0.00 -357.2 0.0 Slab -On -Grade Edge Insulation 0.0 188.0(p 2.50 470.0 Base Total: -357.2 1 As -Built Total: 188.0 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeS/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:... PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 1760.0 -0.28 492.8 1760.0 -0.28 492.8 Winter Base Points: 4812.8 Winter As -Built Points: 9587.8 Total Winter X Points System = Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier (DM x DSM x AHU) Credit Multiplier = Heating Points 4812.8 0.6274 3019.6 9587.8 9587.8 1.000 1.00 (1.078 x 1.160 x 0.87) 0.449 1.093 0.449 0.950 0.950 4470.5 4470.5 EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeOFIaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS C Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 14230 3020 7692 24941 11537 4470 7871 23879 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge8/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area* .5 dm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa 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, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat 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 dm 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 NFP have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all rAsidAncAs_1 COMPONENTS SECTION -- ----------- - --- ------------ REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas. 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 --Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1. 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 troth sides. Common ceiling & floors R-11. EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeWFIaRES'2001 FLRCSB v3.30 , r 0 12xl2 lwcd 250 -' 14�, Q]� 9, ' IL-1 ILJ 16xl6 rag • •r / 4' 10x6 lwcd _ 60 ls. - 8x 4 tvcd 6' l._. lUx66 0lwcd r- ~ 14' I Ox10 rag 12x12 lwcd VS 8' I 14x8 Iwcd 4' dryer d165 14x14 rag uct � 12x12 rag ® 1240 to roof cap 7' I 1� I i x) f LO CD x n O un 6' N 0 In l4x•8 iwCd 215 e,I 24x18 rag 3' ba h duct to roof cap w/Fan 3.5 TON W/IOKW 2240V IPH 8' scale :1/8'=1'0' z-t (D 19X19 SINGLE PEAK PLENIUN 14x8 lwcd 215 platForn by bld r µrk 1.0} A/C PAD 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL ENG-1-N.EERIN--G PACKAGE BUILDER: PROTECT: MODEL/BUILDING: nn . . 10 112� REVISION DATE: 41.?10,3- �S2A NEW LOAD: IZ CAR-PENTER CONTRACTORS OF AMCRICA, INC. 3900 AVENUE C. N.T. WTNTER HAVEN, FLORIDA 33880_ PI-1 (goo) 959-g806 FAX (941) 294 7934 0 37 LOP=V I•V6j I-V•iiI E. 1*-2 CAB 1� [! [•�i�[ � [ �� Engineering and Drafting Services Besideniiai - CornrnercW Plans & Eng. - Inspections - Permitting - Spedaiiang ac Church Dom;;. 112 Coleman Road, Winer Haver., FL 33880 . P'Iionc (94I) 29S-1�k-8 Page. (941) 965-69.56 Far (941) 29=-4305 TO WHOM IT -MAY CONCERN: This letter is intended "Co address the issue- 0- defleCtiOn in roof trusses. As -an unavoidable fact of physics, roof tri:sses are alloyed to deflect up to. a specified amount, *chile s t i 11 meeting deflection criteria requirements. Although many factors contribute to the amount- of deflection in -a specific truss'desigm, the difference in deflection amounts of trusses adjoining different design conditions may pose an aesthetic problem in the ceiling and/or roof plane. On-e 'p•rocedure that may minimize the appearance of noticem-ble deflection difference would be the installation of 1 /2" THK. x 1 6" hich &DA ' CDX (or OSB) strongbacks staggered throughout the area of concern, prior to applying any dead load. The plywood. strongbacks -should be nailed .to each truss vi th ( 8.) 1 0d nails. stacked throughout the 16" height of tine stongback. In lieu, af• plywood strong -backs, 2 r 8 #2 Southern pine strongbacks may be used or 2 r 8 #3 S.P. with no knots or imoerfactions in the bottom surface. The 2 x 8 strong -backs should be nailed to each truss with (3) 1 od nails into ' sach truss. Either choice of strongbacks should tie the trusses together and provide•a more uniform deflection in the area of transition. The strongback bracing material is in addition to any permanent building bracing specified by building designer and'/or truss manufacturer, and Will not adversely affect th.e performance �` of the roof trussas in any way. If you have any questions, please feel free to contact Bob !Michaelis at Ca:rrenter Contractors of America, Inc. (813) 29:'4- 6449. - Sincerely, David R. Norris,' P.E. FS.. # 3 2-1.8 6• d WA 38 1b ; !:. - Ali'`. _ '. ' ' �- _ :.r,•.- .-.t' .,r. , .. �,'� — .. .� ,1lr•• .� +!•Rrf+,,,�„�r411r11��4F�� �' ,, 'ai_. �:��..,.' �© "';- �; •whit .: ... ! e .r[t e. - :.:'��•u: yS+;r.,-.,.L�ry'�7r'„�i:°� csz!-11.41 •."�.y+-5iir2 ii�iaasradr a .-�•'-'.: _, 1 1' 'ia-j 71i�'C,•'4 L'_ iK• �•�>} �` � r J' ..'S'' �:i Y . ice, s.: :`i. l!p'BRVI:t(1 Jl1l'IS::. f .t r� _ l ti I'E,UEtI. ANcIIUR' uilieii°sij16i;8�6rum T . � i •�: .P ��iuEst�tng`-SIiEEES•�C11�3!gt'°S�OW��>�1�11��:%� I. :?mj!fgilRriw±ltit-' :,_,.�,_: ,,_�... 01f.. (:S'1! �ATN`:'tCl1 G`-' -_str'7� � ��'r �` f�(�� �---•: i..--�.. ^ Y' ��.��v�„��:`.i��,�'�I�T.���'��R.•"'Ti�,i u�tci. ��:'�` _ .. G'l�R'H[ti►'L:LI�tACiNGI: _• ' .gin` ��.,�[I'��•'4t.�t:�91i_�`(�4"7�H`K ��119w1�.•h��::�_ 'mhre.:Aiaj. n ! i A ::' t�7ea�� t:.�IG$R!-T . !u��n 9uup A>cN 2X �;�. • �`t��,;;j , Chas ends of ::tl �:-VOTfIQQ' .SHOWN�;AT w,ll cll ars:.:ale �i� d`,'t o TQi► F:,;p' 11Q d :'t110 d1A oral i_.l...q l�iilatiracrlro eS. • _ S. lh ; i „;'^1�1.",t!!�!!4l�cli;q�!14,i:: }2`., a '�[ OR`'AIJLiI'f1E[;: ' l�l'abe ''1 ox:,"=lie-t►k�;�clifyd P°;one fF&Ce 13 we 1`1761►��ie 1' I r ;r!o!lill!Ih�ih'!j'�w%klinq jg l lIRBC;GY , SQIINn' !� rlambrris rl + N1T,Il�q' SkLC' Kit%[? AW..`w!Pinfilcaditddiaurigg179'ajjiyga'"ilYtyPpof.nchorggcorreslraials'for N'ROPj.SSIONAF ENf,TPtSEIt ea�ummw'talc!�lbt�dnggloggltlfm'is�yiewhgrethe,eeblgcr°Ili,aeig61S .:ujettGl IbY d gQ9lI'1peS Pt s3fl;f�r � :* ilvriinqul plant. A S degree. ?Q::(lrlglur'iru�+.i Resll'TTEC`I'. dcwpli0n�if+iz<pual acGc able rife evi'! ois r lr._ {K.. ,• h,4 d, .9.IQ E, tarn Ihan S dcgrcra• a - �: _ : f, - ' ;i 1 sCeond di.gAv�l br3[& ihdJ fc lyo► d`�lrGb,}tr10 914, oil Y. The Cl.11:as tioll _ . 1 ;� p piR' : as bvllictidi at Obis diggonal'brup i)i !I hl"YgclWrcd-%iiib 2- l6d common nails. . _ FINK STYLE :s=�� -:r: �'' 30_JPP'{:Q�p �F�XAH{tl;.l: '" �"... �' - •.ti ': �:f• :; ; rc-x1' T!11LIS$E:i ,; 1'��4°Il�fttl i�'', ,1311R'I: Y'iJG 7'L►i1 ! x, 'TRUSSES �lFSX6tlER [ 13R�jrLE;;::RI;S•.a1[iAUilJli i..•,h'M: n�clip'lsagp cpKgp'1B qnn, :for IR•II N= 7111E `I'1NI+l "I3A' '& 3 St<I lis 'oPI- -- - - .. - `o`f, w;u'1] p 1. - S!PYL:1'sl :y - ,' I•- - s - .ul;ei 'pll► i�`rill,ll��y `Cop'ri ■Jon_vlb-ilo In r , +4 rxl 9 •`. '',r�� hY1-j�}{l alq�h.rl!!' `::. Mi' In .ti[ olo:• r , �! ° l';. '-<i•`r f IraC�(! 'lll�jf,(�1111 gi!vinllnp• �:::-;.::r � .p .9 .•I!� �'i � • 1114 :put Ilu -i . ' 't' �•'•fNnilnirnu ui' yl'4r.cr' _ - -'>` i r - Cgntlnrrri a lal r cl 1 !!N 1 u nV. .. �'ol!l�tlt! �5��,�I:W1�.�fliry.illP:r ` :+ •t j� Cuu,i,r.idan well • lit�� Ff mg3�11!!nl"vtrl'!1!vyld �'- r, tq��4l 'tt1,;::�71�1b'a'ti+l'li 't`► \v. `� f`r . -lf�,rs_ �{ 1'•9u��1-`0[acr'ar[Y�'tcayic.il:. ..i}-,�(�} STi L'Q<r• of -tir.p':or• `Qg ' :.ctW�- W17403• - - 'rnc..'ch'ln:�;:kavar.�:: 4�Prn4't1i�E;�A,;��nj��lljs!!'��!Ki�>•l�•.braor: .R�.:.�2.r15�- ,�,1,•R•.:�ii�1A1". =.+i:; ' i. ' n..itrl�■'.h t. y� ..- .IC.,I • S�i•r" - - �� -J: ]•R�� �Cte�•l:,.��-MlJ..,-" - tly-'. :IL•Gf',�Y 4?.�� •�' ..� 1 Eiti1' 6/94 This is a recommendation only. Permanent bfniagVer all structural elements and anchorage to accomplish fled;, 1 �7 .�. ~ ?' ' r" r the hunsfer of the loads to other stnlchn•al ehiue;nts of the building to achieve total structural integrity is the,w�NG WI_B— A�tNE. .: s _ responsibility of the building designer per Fle ida Building Code. . e! August 19, 2002 Mr. Jim hick Carpenter Contractors of Amerim . 3900 Aveme C,'NW , wintzr Haven, -FL 33880-6201 Ra; Number of Naiis I=-, msed by 20% Asa guide for calculating the spacing of nails when mbstitutinD p neuma`irelly driven 0.128"' :3.0" nails mr 16d common: nails, the number of nails by 20%. This - acijug=ent applies to both iatterat and withdrawal vat f-m is acceptable for sues Va nailing as long as tbs horizontal distm= betwe-n A'Y' p nails is maintained. Tae Tollbwiugtable Iisrs sPllropriate s:si1 spacing for tine conne.^iion of girder piles. SPACING OF I o'D COMMON. S°PACINa OF 0.128"'M X MAILS SP3CiFM IN DI;SIM; ruMATIC ]MAILS 2" O.C. 1.7" O.C. 4 33 4.2' ' 6 7 6:7 8 7.5 9 .. B3 10 92 11 10.0 12 1.8 13 11.7 • 14 112.5 5 131.3 33 dens nerd to be nailed frog one i$cr only. ' bras.. not., ihsi 2-ply err . r 4" O.C. tar vvtb bracing w be the same mr 16d common nails i. e Note: The nail sns:.iag o� c tEr and for 0.128"x3.0" pn-lunatic nauz- �` �.� = R P r' fr Sine,-mly 2Z83a S ATE OF Walt,.-r P.Lr-,, y.' %��.�,: • ,FLof�tD�. '�`� Senior Cniof P,rrgirw-•-r '-,��`�'�+'OJ�At AS2 �INE �pN GTMtEBR36D FgaDUC'TS, LNC. '� i ti �� 1950 Marl._-y Drive • Haiuw City, FL 33844 • (963)422-9695 • (900)756-600I Cracked Web Repair Detail R2 THIS DRAWING SPECIFIES REPAIRS FOR A TRUSS WITH CRACKED WEBS. WARNING: THIS DESIGN IS VALID ONLY FOR A SINGLE PLY TPUSS WI.TI-1 DAMAGED WEBS OF 2X4 SIZE AND #3 $0. PINE GRADE. IN EDITION, A MAXIMUM OF 1 CRACK PER WEB AND 2 CRACKED WEBS PER TRUSS ARE ALLOWED. CONTACT THE TRUSS MANUFACTURER FOR REPAIRS THAT DO NOT COMPLY WITH THIS DETAIL. (B) = DAMAGED AREA, 0' MIN. to 12' MAX. LENGTH OF CRACK IN WEB. (S) o (2) -2X4 SO. -PINE #3 SCABS. MINIMUM LENGTH OF SCAB MUST BE THE GREATER OF: 1. 68" + LENGTH OF DAMAGED AREA (B). MINIMUM OF 34" ON BOTH SIOES'OF THE DAMAGED AREA o1• 2. 80% OF THE ORIGINAL WEB LENGTH ATTACH ONE SCAB TO EACH FACE OF THE WEB WITH A DOUBLE .ROW OF 10d COMMON WIRE NAILS SPACED 4' O.C. STAGGERED. REFER TO NAIL SPACING DETAIL FOR ADDITIONAL NAIL SPACING INFORMATION. NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGNS AND SPECIFICATIONS. 112 THE REPAIR SPECIFIED ON THIS DRAWING MAY BE APPLIED TO VERTICAL AND DIAGONAL WEBS. THE DETAIL DOES NOT SHOW A VERTICAL WEB ONLY TO KEEP THE DETAIL EASIER TO READ. 110d NAILS: DOUBLE ROW, STAGGERED) + - BACK FACE 1- 4" D•C• -i 0 - FRONT FACE TYPIUL A T +�=o + 0+ 0+ 0+ 0+ 0,A 0+ 0+ 0+ 0+ 0 1— A' O.C. •'1 NAIL SPACING DETAIL 0 0 0 0 0 0 0 0 0 0 E0 0 0 o r_i O �ALPIN� TRUSS o 0 =4 --JM 0 O .O 1 34 I MPOR T A N T ),*ALPHi ENGIIEERED PRODUCTS. JIM 6NALL MT BE PESPOI49IRLE FOR AW DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIORS. OR ANY FAILUR4 TO BUILD TIM TAM III COIIRORILUSCE WITH OSTBS BV TPI ALPIIE CONIECTORS ARE WAGE 0' QDOA CALV. STEEL NEETIIS A97H A446 GP IIEXCEP7 AD VOTED. AFFLY CON EMORS TO EACH FAIE OF TRUSS AM L14LESS OTIEAIISE LOCATED OU TMo OESIGHL POSITION C019ECTOR9 PER OPAWI1G9 130. 160 O 1SOA-F. DESIGN BTAIOAMS COIFOf01 D/LPPLICABLE PROVISIONS OF 105 C TPI. AN DIOITEER'S HEAL ON THIS ORAWIIG. APPLIES TO TIE CONPC ENI OEP701EO HERE 11, al.Y. AID 51LLLL HOT BE RELIED UP011 III UIY OTHER HAY. W--TPI - TCMS PLATS I16TITUTE IYIS - 1991 IIATIONAL BE R2 Revised CLR 3/22/2001 WARNINU KISSES AECNHE EKTnENE CA[IE I11 HilJOIJI0, 'ERECTIOI un GR►CIUB. SEE HIB-D1 BY TPI. SEE THIS OESIEII FOR ADOIFIGHAL GM-CIAL PEnMMEIIT DRACIUG RY 011IREHDRE. IILESS DYIEq/1GE TIDICATEIL IOF CHDAD SHALL BE LAIER4IY wtATEO WITH PTIDPER LY ATTACHED PL HOW SIEATHHc. BOTTOM 6OR0 111111 PIIDPE7LY ATTACHED RIGID CEILur. -- SEE LLPIIE TE0111CAL UP04TE (7/l/O11.FOR PROPER GAVIIILL AFPLICATIOIL.FURIISH A COPE OF 71:10 DESIGII TO THE TRUSS ERECTIGI cGnRACTOR. - ------------------------ He V If . em . NU I I U i)1.ALC TC LL - PSF. CRACKED WEB DETAI_ TC OL - -PSF DATE 09/02/94 BC DL - PSF DRW HC25094073 BC LL - •.PSF- FL�ENG •CL' • TOTI.LO. - PSF DUR.FAC'. - SPACING 24.0" PAGE 50 ]l.Atl UII UC I A I t_ - JVIL, . —1. — Tnucc MCI) l Ufn uviu ritcrAmEu rnun —r-1— 111-.16 IA ��.,+ .•.,,�,•�••.,•-i-..-... TRUSSES BUILT PER 1111S DETAIL DESIGNED 10 RE USED FOR fHE FOLL OUING: IIP TO 140 PIPIT MAX WIND, 30.0 F1 MEAN IIG1. ASCE 7-98. ENC. OR PART. ENC OLOG, LOCATED ANYWHERE IN ROOF, CAT II, EXP 0 OR C. WIND ICOL-5.0 PSF, WIND OCOL-5.0 PSF. • ATTACH ONE SCAR TO FACE OF TRUSS WITH 0.128'X3' GUN NAILS AT 2' O.C. STAGGERED THROUGHOUT TOP CHORD. SCAR TO MATCH THE SIZE AND MATCH OR EXCEED THE GRADE AS SPECIFIED ON THE ALPINE DRAWING. NOTE: FOR 130 MPH DESIGNS, 2001 ADDITIONAL. UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. NOTE: FOR 140 MPH DESIGNS, 300j ADDITIONAL UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. t+ A TFRNA TF IAAnINr- r,5 PCF61 1l nr- Sn PfFol PS III: - 17 PCF@1 P5 nF 2-0-0 Oil MAX I I 1 L 1 1 1 .1 2L MINIMUM v PLT TYP. Wave TPI-95 Design Criteria: TPI STD QTY:I ALPINE Alpine Engineered Products, Inc. I1a111es City, Fl. 33844 ••WARMING•• TRUSSES REOUIRE EXTREME CARE 18 FABRICATION. HANDLING. $DIPPING. INSTALLING AND BRACING. tEf it TO U10-9L (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IOST1701E. $03 D'OUOFRIO DR., SUITE 200, MADISON. 111 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUYCT IONS. UNLESS OTIIERNISE INDICATEO, TOP CHORD SMALL HAVE PROPERLY ATTACHED Sit OCTUt AL PANELS, OOIIOM CHORD SUA1l HAVE A PROPEALT ATTACHED RIGID CEILING. '•1)IPORTAN T•• fUNNISII A COPY OF TII15 DESIGN 10 111E INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SIIALL NOT BF RCSPONSIBLF FOR AHT DEY IATIOt ftON THIS DE SIGU; AHY FAILURE TO ITInE rtussEs IN CONFORMANCE Y'Tn 1 1: DR FARRICATINO, IIAROLINO, SOIfPIR6. IRSTALLING AND BRACING OF TRUSSES. TIIIS DESIGN CONFORMS WITH APPLICABLE PROTISIOYS.OF 110 (RATIONAL DESIGN SPECIE ICATI OM POOL ISIItD OY 711[ AHAB I[AY FONEST AND PA►EN ASSOCIA7101) AND 1►1. ALPIYL COIN(C1OR3 ARE MADE Of EOGA AS AB11 GB40 GAIN. SICEL, L[CEP7 As xortD. APPLY GottfCTOR3 TO EACII FACE OF TRMSS, AND UNLESS OTHERWISE LOCATED OY TUTS Of SIGN, POSI1101 CONNECTORS PER DRAWIR65 160 &.1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESP011S111117Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USf OF THISS/DNA%- COMPONENT FOR ART PAR IICULAR BUILDING IS INC IESPOBS101L111 OF TIIE BUILDING BE516Rfe, PER ANSI/TFI 1.1995 SECTION:. '(� P _ y:,�p'TIFJ(�',�`ry •V`V * N 91 �.L�L STATE OF t`Si�14R10� (j�� _ ._. TC L L T C D L BC DL B C L L TOT. L D 30.0 7 10.0 D . ++4 7 .0 . U , 0 P S F PSF PSF PSF P S F R E F R 0 8 1- 0 DATE 1 1 / 0 6 1 0 1 DRW II I.U$RODI 01310276 11 C - E N G � J WC S E Q N - 24952 01JIL , F A C . 1.33 SPACING 2 4 .O D A�`` I p 5FLCertifiateofAuthDrrntionOS67 CLB WEB BRACE SUBSTITUTION THIS DETAIL 1S TO BE USED WHEN CONTINUOUS LATERAL, BRACING (CLB) 1S SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING. THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE —RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING 'SIZE BRACING T OR L—BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X8 1 ROW 2X4 1-2X8 2X8 2 ROWS 2X8 2-2X4(t) 2X8 I ROW 2X6 1-2X8 2X8 2 ROWS 2X8 2-2XB(*) T—BRACE, L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. 7 ALPINE 7 ALPINE EVGINEERCO PRODUCTS, INC. POMPANO BEACI I. RORIDA EIIGINErRING RESPONSIB SUI"(ADILIIY AIID use O RESPONSMILII Y (IF TIIE T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WO NARROW FACE A17ACH WITH lBd NA11S AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. BRACE IS A MINIMUM 130% OF WEB MEMBER LENGTH INE FINAL DESIGN SPECIFICATION PUBLISHED BY ME ITIOI) AND TPL ALPINE CONVECTORS ARE HADE OF POGA I AS DIED, APPLY CONNECTORS TO EACH FACE OF LED ON LEAS DESIGN, POSITION CONNECTORS PER S BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL FOR TILE TRUSS CIIHPONENT DESIGN SIIIVIL TIIE T—BRACE OR L—BRACE SCAB THIS DRAWING REPLACES DRAWING 679.640 ER P C�44! 1T�;l' Ci�20 90'•, STATE OF �SS ......�` TC LL TC DL BC DL BC LL 'rOT. LD. PSF PSF PSF PSF PSF REF CLB SUBST. DATE 06/25/99 DRWG BRCLBSUB0699 —ENG MLII/KAR ABS DUR. FAC. SPACING Truss Fabricator: Job Identification: Truss Count: Model Code: Truss Criteria: Engineering Software: Structural Engineer of Record: Address: Truss Design Loads: Alpine Engineered Products, Inc. 1950 Marley Drive Haines City, FL 33844 (863) 422-8685 Florida Engineering Certificate of Authorization Number: 567 Page 1 of I Document ID:1S50081-Z7028091131 Carpenter Contractors of America 65799-5U5 1749C (657991-5U5 1749C) 30 Standard Building Code ANSI/TPI2002 Alpine Software,Version 19.633. Roof - 37 PSF @ 1.25 Duration Floor - N/A Wind - 120 MPH (ASCE 7-98-Closed) N otes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1-1995 Section 2.2 2. The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3. As shown on attached drawings: the drawing number is preceded by: HCUSR081 No Standard Details 1 13501--A1 03240340 08/28/03 2 13502--A3 03240339 08/28/03 3 13503--A4 03240338 08/28/03 4 13504--AS 03240337 08/28/03 5 13505--A6 03240336 08/28/03 6 13506--A7 03240335 08/28/03 7 13507--A7A 03240348 08/28/03 8 13508--A8 03240334 08/28/03 9 13509--A8A 03240350 08/28/03 10 13510--A9G 03240333 08/28/03 11 13511--A9A 03240353 08/28/03 12 135'12--AIOG W 03240356 08/28/03 13 13513-•-B1G 03240358 08/28/03 14 13514--C1G 03240359 08/28/03 15 13515--M1G 03240360 08/28/03 16 13516--HJ7 03240342 08/28/03 17 13517--HJ5 03240361 08/28/03 18 13518--HJ36 03240362 08/28/03 19 13519--HJ3 03240363 08/28/03 20 13520--EJ7 03240346 08/28/03 21 13521--EJ5 03240365 08/28/03 22 13522--EJ36 03240367 08/28/03 23 13523--EJ3 03240368 08/28/03 24 13524--CJ5 03240341 08/28/03 25 13525--CJ3 03240343 08/28/03 26 13526--CJ3A 03240369 08/28/03 27 13527--CJ1 03240345 08/28/03 28 13528--CJ1A 03240371 08/28/03 29 13529--CJ1B 03240373 08/28/03 30 13530--CJ1C 03240374 08/28/03 u1� Seal Date: 08i2g/2003. -Truss Design Eneineer- kValter-P. Finn Florida License Number: 22839 1950 Marley Drive Haines City. FL 33844 I9QMEIn110goIH (65799 - 5U5 1749C A1) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :144, W5, W6 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280' gun nails @ 6' OC. Deflection meets L/360 live and L1240 total load. 5X5= 2X4111 3X4= 5X8= 3X4= 3X6(A1) ZX4 III 120 mph wind, 14.39 It mean hgt. ASCE 7.98. CLOSED bldg. Located anywhere in roof, CAT 11, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. (A) 1X4 t113 IIEM-FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 3X6(A1) 1-0-0 1.0.0 1 19-10-0 _1_ 19-10-0 _1 R=1522 U=452 W=8' PLT TYP. Wave TPI ALPINE Alpine Engineered Products, Inc. Haines City, PL 33944 FL Cuufum a of AuMTi stin 0 567 39-8-0 Over 2 Supports R=1522 U=452 W=8' 19.633 " WARNING' 1R U55E5 REOU IN EI TRLNE CARL IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. R[FER IO HID-91 (TIANOL ING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I MS7ITU IC. 5B7 D'ONOfRlO DR., SUITE 200, MAOISOn, NI S])I91. TOR SAFETY PRACTICES PRIOR 10 PER'ORMING THESE fUMC1I.NS. UNLESS OIN[RWI SE IIID I(A1ED, to P CIIOPO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. •IMPORTANT • FURNISII A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREL P RODUCIS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM PAPS DESIGN: ANY FAILURE TO BUILD IHE IRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF INUSSES. IHIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SP EC If I(ATION PUBLI SIZED BY THE AHENICA. FOREST AND PAPER ASSOCIAIIOTn AND III ALPINE CONNECTORS ARE MADC OF TOGA AS TM A6S] DR, O CALV, 57EEL, EVCE►I AS NOTED, AP►LY CONII ECTOPS To EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOC APED ON IHIS DESIGN. IF CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR t 0 E INUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPOHSIB IL I TV OF 111E BUILDING DESIGNER. PER ANSI/IPI 1.1995 SECTION 2. Design Crit: TP12002 +9.4-0 OTY:10 HI/-/1/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC OIL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR,FAC. 1.25 SPACING 24.0' 10-3-3 04 Scale =.125"/Ft. REF RO81-- 13501 DATE 08/28/03 DRW IICUSR081 03240340 HC-ENG JEC/WPF SEON- 20139 FROM JRH JREF- 1S50081 Z70 ,nla U•V rn[rnnCV fnVn �YnrVrin rnrY, IAYnV� • V,,,�nu, Y, �r .,u Y••, •.�Y u. �nY�� ,,, n. - 7U7 1/47L HJ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2.x4 SP 113 :144, W5, W6 2x4 SP #2 N: Calculated horizontal deflection is 0.42' due to live load and 0.33' due to dead load. (A) 1X4 p3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L/240 total load. 3X4 III 3 X 4 3X6= 2X4III 3X4= 5X8= 3X4= 3X6(A1) L X 4 III 120 mph wind, 14.18 ft mean hgt, ASCE 1.98. CLOSED bldg. Located anywhere in roof, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. (A) or scab bracing may be used in lieu of CLB bracing. substiLute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280' gun nails @ 6' OC. A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. 3X6(A1) 1-0-0 1-0-0 1•s-o 19-0-0 I I 19.0-0 I 9-8-0 Over 2 Supports R=1522 U=453 W=8' R=1522 U=453 W=8' `� 1 9-10-3 a) Scale 25 F PLT TYP. Wave HAVE PROPERLY ATTACHED TPI PLT TYP. Wave TP[ De51 n Crlt: TPI2002 19.633 Desi n Crlt: TPI2002 19.633 OTY:2 OTY:2 HI HI � 1 - 1 E - E - - - Ca Scale =.125" e =.1 t. Ft. "WAR NING' TRUSSES RE QUIRE EXTREME CARE IN F•BRICAl10n, HANDLING. SNIPPING. INSTALLING AND BRACInG. REFER i0 HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS Pl•lE TC TC LL LL 20.0 20.0 PSF PSF REF REF RO81-- RO81- - 13502 U502 DATE 08/28/03 INSTITUTE. SB] D'ONOTRIO DR .. SUITE 200, HADISOn, WI S]71l1, FOR SAFETY PRACTICES PRIOR TO PERT ORNIUG THESE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SMALL I[• TC DL 7.0 PSF p BC DL 10.0 PSF DRN x oe� o�eaooav HC�EN65JEL/MPF ALPINE Alpine E�i�M POMiaix �rc Haines n_nua RCM d�eNivulbl �s .��•o�w �.�.�....o.,,.�.��. a. �,�..�.e�.e o.:�...�.. ... •. sc�or '�omo'�.'� �"� BC TOT.LD. Ll 0.0 77.0 PSf P F S SE ON- 20 144 DUR.f AC. L25 FROM JPH SPACING 24.0' dREF�1S50081 — Z70 (65799 -- 51.15 1749C - - A4) in1A O•U rnLrNnLY (All b r1r O•LA ,nr0• (­­ • vv,Ln�,v •r wxn,�,Lo �• ••.u.. •••••. Top chord 2x4 SP #2 N :12, T4 2x4 SP 2400f-2.01: Bot chord 2x4 SP Q2 N Webs 2x4 SP p3 :W3, W4, W5, W6 2x4 SP #2 N: A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. 5X5= 5X5= 2X4III 3X4= 5X5= 3X4= 3X6 (Al) _ Z X 4 III 120 mph wind, 13.68 ft mean hgL, ASCE 7-98. CLOSED bldg, not located within 4.50 fL from roof edge, CAT II, EXP 8, wind TIC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. 3X6(Al ) _ 1-0.0 1-0-0 17-0.0 I 5-8-0 I 17-0-0 +9-4-0 8-10-3 39-8-0 Over 2 Supports _I R=1522 U-455 W-8' R=1522 U=455 W=8' 8 /D PLT TYP. Wave TPI Design Crit: TPI2002 19.633 OTY:2 FII 1 E Scale =.125° Ft. -WARNING' TRUSSES REQUIRE ERTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F R 08 1 13503 ORACING. REFER TO IIIB-91 1HA.OLING INSTALLING Ax0 eR AC ING), PUBLISNED tY TPI (IR USS PLA IE INSTITUTE, see D oxoFRlo OR., SUITE zoo. ruDISON, NI s]/191. FOR SAFETY /RACIICES PRIOR 70 TC DL 7.0 PSF DATE OS/28/03 PERFORMING 7MESE FUNCTIONS. UNLESS 0THERNISE INDICATED• TOP CHORD SHALL NAVE ►ROPERLY ATTACHED SIR UC IURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING. �ISR P p, "IMPORTANT•' FURNISH A CO►Y OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDS1,�pTIF1�l�,y BC DL 10.0 PSF DRW HCUSR081 03240338 PRODUCTS. INC. SMALL NOT BE RESPOxSIelf FOR ANY D[r1AilOx FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONiORHANCE NIIH 1►I: OR FABR ICA7ING. HANDLING, SNIPPING. INSTALLING AND *:• No. �* ALPINE eRACInG DF TRUSSES. 71111 DESIGN CONFORMS NITH A►►LICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC LL 0.0 PSF HC ENG JEC/WPF CONNECT ORS"CA TI ARE EP NA UILSOF D20GATAS TMMAB I Nt 4ORG A LVESr ArI STEE LPAPER EY CE PTIA SI NOTED I. L YAC ONHC CTORS TO STATE OF O. TOT.LD. 37.0 PSF SEON- 20152 EACH FACE OF TRUSS. AND UNLESS OIHERWISE LOCATED Ox IN IS DE NA POSITION CONrIECI045 IN . AZ V, �? RING Alpine Engineered Products. Inc. RESro1IRAWIxsIBILITY SOLELYTHE FORSEAL ON THE TiRUSSIS DRAWING N COMPONENT DESIGNTSHOWN`EPTA.CE OF THE SUIIABILIIYOAND USEIOFCTHIS SS7lONAI. D U R . F A C . 1 A. 2 5 FROM J R H HainesClry,FL 33844 COMPONENT FOR ANT PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER SPACING 24.ON JREF 1S50081_Z70 FL l.CndKi G of AmMnygN 6567 ANSI/TPI 1.1995 SECTION 2. ----- - t09/97 '- 7U7 I/97L - - AD) Top chord 2x4 SP Q2 N :12, T4 2x4 SP Q1 Dense: Bot chord 2x4 SP p2 N Webs 2x4 SP #3 :144, W6 2x4 SP #2 N: A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 3X6(A1) 1-0-0 5X5= 2X4 01 5X5= 5X8= 3X4= 2X4III 9-8-0 -1_ 15-0- 39-8-0 Over 2 Supports R=1522 U=458 W=8" PLT TYP. Wave TPI A Alpine Engineered Products, Inc. Haines City, FL 33844 FLCeNltc MIdAminliation1567 120 mph wind, 13.18 ft mean hgt, ASCE 7.98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. 9-4-0 3X6(A1) 1-0.0 I R=1522 U=458 W=8" Desion Crit: TP12002 19.633 " WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND ORAC INo REFER TO MID-91 (HANDLING INSTALLING AND BRACING). PUSLISMCD BY TPI (TRUSS PLATE IN5111UIE. 50] D'OxOFR10 DR.. SUITE 200. NADISGN. NI 53719). FOR SAFETY PRACTICES PATON TO PERFORMING 1NE 5E FUNCTIONS. UNLESS Of HERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. 11HP 0RT AN T•• FURNISH A COPY OF TNIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. 5HALL NOT BE RESPONSIBLE FOR ANT OE VIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES IMIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED ByINE AMER ICAN TO EST AND PAPER ASSOCIATION) AND T11. ALPINE CONNECTORS ARE MADE OF 20GA AS TM ABSS GN AO GALV. STEEL. EXCE►T AS NOTED APPLY CONNECTORS TO EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS I6 0 A'2. THE SEAL ON 71115 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPONSIIT ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHDWN. THE SUITABILITY AND USE Or 1111s COMPONENT FOR ANY PARTICULAR OUILDING IS THE RE SPONSIBILIIY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. TY:2 HI 1 E - TC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING M O N Scale—.125"/Ft. REF R081-- 13504 DATE 08/28/03 DRW HCUSR081 03240337 HC-ENG JEC/WPF SEON- 20158 FROM JRH JREF- 1S50081 Z7O In15 u"u —L—LN rN wnrU INr", t-- A u1nLNA1113/ A" 1 — LU P, .N" u m n. (03/`!y "" 7U7 1147 L. AD) Top chord 2x4 SP #2 N Bot chord 2x4 SP M2 N Webs 2x4 SP p3 :W4. W6 2x4 SP #2 N: A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 6X6= 2X4III 6X6= 120 mph wind, 12.68 ft mean hgt, ASCE 7.98, CLOSED bldg. not located within 4.50 ft from roof edge, CAT Ii, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. *9-4-0 2X4III 3X4= 5X8= 3X6 (A1) JX4= zK4III 3X6(A1) _ i I - 0 - 0 1-00-•0 13-0-0 I 13-8-0 I 13-0-0 I 39-8-0 Over 2 Supports _I R=1522 U=460 W=8' R=1522 U=460 W=8' %3 PLT TYP. Wave TPI Design Crit: TP12OO2 19.633 OTY:2 H1 1 E - Scale —.125" Ft. •'WARNING• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANOLIMG. SHIPPING INSTALLING AND BRACING. REFER TO NI6-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY III (TRUSS PLATE TC LL 20.0 PSF REF R081-- 13505 DATE 08/28/03 ALPINE Alpine Engineered Products. Inc. HaincsCityjl- 33844 Fl.Ccdzr0 0fAWhx=lmR1567 INSIITU" . 583 D'OHOf RIO DR .. SU11E 200. HAN SON. MI 53719). FOR SArETY PRACTICES PRIOR TO PCRIORNING THESE FUNCTIONS. UNLESS OTHERN.SE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUC IURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPOR iANT" FURNI SII A COPY 0! THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCIS. INC. SMALL N01 RE RESPOn SIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSCs IN CONFORMANCE NIIN TP1: OR FABRICATING, NANDI IIIG. SHIPPING. INSTALLING AND BRACING OF TRUSS[S. THIS DESIGN CONFORMS NIIH APPLICABLE 1.01.1.0N5 OF NOS (NATIONAL DESIGN SPECir ICAT ION PUBLISHED BY THE AMERICATT TORE ST AND PAPER ASSOCIATION) AND fP I. ALPINE CONNECTORS ARE MADE OF 20GA ASAi53 GRAD GILV. STEEL. EXCEPT AS NOTED. A►PLY CONNECTORS 10 R USS. AND UNLESS OINFRYI SE LOC A7[D ON THIS DC SIGN. ►OSIf ION CONNECT ORSPER EACH FACE OF TAU RESPONSIBILITY SOLELYTrOPHE STHE TRUSSEAL ON ICOMPONENT DESIGNDRAWING IES SHOWNCEITANCE THE OF PROFESSIONAL USEIOFETHIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RES►ONSIBILITY OF THE BUILDING DESIGNER. PER AMSI/TPI I.I795 SECTION 2. �t P �`� y1,�pTIFIG� *:r STATE OF O , ss%SHA G --- TC BC BC TOT. DL DL LL LD. 7.0 10.0 0.0 37.0 PSF PSF PSF PSF DRW TIC USROBI 03240336 HC-ENG JEC/WPF SEON- 20161 OUR. FAC. 1 .25 FROM JRH SPACING 24.0" JREF 1S50O81_Z7O , r113 UNU YAtYANLU —Un LUnYU1LA I—— tLUAUJ a U E.- W..1 AWP1,1 Lv W. 1 —11 ---„ (b'J/99 -- t)U-3 11491. - - A( lop chord 2x4 SP #2 N BoL chord 2x4 SP 92 N Webs 2x4 SP B3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 5X5= 3X4= 3X4= 5X5= ')V A —I 'TYA 2X4111 3X8= 5X5= 3X6(A1) = 120 mph wind, 12.18 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 fL from roof edge, CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. 3X8= ZX4III 3X6(A1) ( o ] ,, �w I 11-0-0 I 17-8-0 I 11-0-0 J 39-8-0 Over 2 Supports R=1522 U=463 W=8' F7 R=1522 U=463 W=8' *9-4.0 �3 PLT TYP. Wave TPI Design Crit: TPI2002 19.633 OTY:1 HI 1 E - Scale —.125" Ft. ';WAR NING• TRUSSES REQUIRE EITREHE CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND RACING REFER TO HIO•RI (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE , TC LL 20.0 PSF REF R081- - 13506 DATE 08/28/03 IHSiITU rE. SB7 D'ONOFRIO DR., SUIT[ 200. HA0130x, WI 57T1B), FOP SAFETY PRACTICES PRIOR 10 G THE SE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC OL 7.0 PSF r:UCRI4 SrR UC 7URAL PANELS. 20TIO14 CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. P �� DRW HLUSR08] 03240335 •'IMPORTANT•• FURNISH A COPY OF THIS DESIGN r0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N I BC DL 10.0 PSF PRODUCTS. INC SMALL NOT BE NESPONSIBLE FOR ANT DEVIATION FAO. THIS DESIGN; ANY FAILURE 10 S1„p11F(qtit, HC-ENG JEC/WPF ALPINE BUILD THE TRUSSES IN CONFORMANCE WI1N 1v1: OR 1 ICATI.G. HANDLING. SHIPPING. INSTALLING AND .RASING Dr TRUSSES. THIS DESIGN E`INFORMS WITH APPLICABLE PROVISIONS OF ND•+ (MAI1 NAL DESIGN *;•'CCCJJY--No. BC LL 0.0 PSF SPECILICAT ION PUBLISNCO BY THE ANERICAIT TonES: AND PAPER ASSOCIATION) AND T►I. ALPIHC CONMECTORS ARE NA DE or TOGA ASTH ABS7 GRAD GALV. S1EEL, EtCEPT AS NOTED. APPLY CONNECTORS TO T• 2O TOT. LD. 37.0 PSF SEON- 20167 EACH FACE OF TRUSS. AND UNLESS OTHEAWISE LOCATED ON THIS OE SIGN, POSITION CONNLC"Ps PER STATE OF OUR FAC 1.25 FROM JRH DRAWINGS 110 A•!. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PR01CSSIONAL ENGINEERING l"StiCQR�,:•�� Alpine Enoneaed Products, Inc. RCSPOIISIBIL Ir Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS rs QNAL� . . SPACING 24.0' JREF 1S50081_Z10 Iieinescity,Ft. 33844 FL cemrrw of 1567 COMPONEN7 FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF INE BUILDING DESIGNER. PER ANSI/TPI 1.1e55 SEC1ION 2. —�— i65199•SU5 1749C - A7A1 Top chord 2x4 SP #2 N :T3, T4 2x4 SP U1 Dense: BoL chord 2x4 SP p2 N Webs 2x4 SP #3 :W5, W1 2x4 SP #2 N: A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 5X5= 5X5= 6 5X5= 6X6= 120 mph wind, 12.33 ft mean hgt. ASCE 1.98. CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP 8, wind TC DL=5.0 psf, wind BC OL=5.0 psf. Deflection meets L/360 live and L/240 total load. 2X4III 6X8= SXtl= 5X5= ZA4 U1 3X6(A1) = 3X6(Al ) 1.0-0 1.0-0 � 1 0A0 11-7-0 16-5-15 1 11-0-0 1 39-8-0 Over 2 Supports R=1522 U=460 W=8" Pb R=1522 U-462 14=8" +9-4-0 c7)1 PLT TYP. Wave TPI Design Crit: TPI STD 19.633 0 AND uACInG. REFER TO Nte•91 (HANDLING INSTALLING AND BRACING(. PUBLISHED BY Trl ((BUSS PLATE TIC ......... Haines Ci FL 33844 CON►OxCni FOR ANY rAR11CULAR BUILDING IS iNE RES►ONSIBILITY OF THE RUIIDIxG DESIGNER. PER TY:1 HI - 1 - E Scale =.125" FC. ••YARNING' TRUSSES REOUIRC EXTREME [ARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING (0�Y99 -- 7U7 I/976 - - Ho) rop chord 2x4 SP pl Dense :T2. T3 2x4 SP y2 N: BoL chord 2x4 SP p2 N Webs 2x4 SP y3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 120 mph wind, 11.68 ft mean hgt, ASCE 7-98, CLOSED bldg, noL located within 4.50 ft from roof edge, CAT II, EXP B. wind TC DL=5.0 psf, wind BC DI.=5.0 psf. Deflection meets L/360 live and L/240 total load. [1 6X6= 5X5= 5X5EGG 6X6= 3X6(Al ) = 2X4111 4X4= 5 X 5 =— 4X4= L X 4 III 3X6(A1) 1-0.0 1.0.0 Ice 9-0-0 I 21-8-0 1 .9-0-0 _1 39-8-0 Over 2 Supports �l R=183 PLF U=54 PLF W=10-8-0 R=1089 U=351 W=8" +9.4.0 /5 PLT TYP. Wave TPI Design Crit: TPI2002 19.633 OTY:1 HI 1 E - Scale —.125" Ft. —WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO MIY-91 (HANDLING INSTAILIRG AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF RO81- - 13508 DATE D8/26/D3 INSTI Il1IC. SB) D'ONOFR IO DR .. SUITE 200. MAOISO1' NI S371'. FON SAFETY PRACTICES PRIOR r0 PERFORMING IHE 5C FU.CTI ON S. UNLESS OIHENWI SE INDICATE.. TOP CHORD SMALL HAVE PROPERLY ATIAC HCD TC DL 1.D PSF STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. `IER P �.I�E� DRW HCUS14081 03240334 '•IMPORTANT•' rURNISII A COPY Or THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED BC DL 10.0 PSF PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY OEIIAIIO. FROM IMIS DESIGN; ANY FAILURE TO y�,ptIFlrL�`rI/ HC-ENG JEC/WPF ALPINE BUILD THE TRUSSES IN CONFORMANCE NIr11 TPI: OR FA BRICATTMG. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLC PROYISIOn3 OF NDS 1NATIONAI OCSIGN *:, �. * I BC ILL 0.0 PSF SEQN- 20171 SPECIFICATION ►UBUSHEO BY THE AMCRICAN FOREST AND PATER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE "ADC OF 20GA ASTM A653 GRAD GALY. STEEL. ERCEPT AS NOTED. APPLY CONNECTORS TO \\ 20• TOT. LD. 37.0 PSF EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON TH13 DESIGN. PO5ITIOR CO"NE[TORS rCR .A�� STATE OF OUR.FAC. 1.25 FROM JRH IN DRAWINGS I60 A-2. THE SEAL 0" TM1S WANING INDICATES ACCErIANCE Or PROrESS1ONAL ENGINEENING OUITASIE17Y (�•`iOgNr:o� Alpine Engineered Products, Inc, RESPONSIBILITY SOLELY FORIHE CO2%14E"T DESIGN SXOY11. THE AUD USE OF IRIS S/ONAL� SPACING 24.0" JREF- 1S50081_Z7O Hai1K�C'Io 33844 R.Cend..ftOfATllnTinLDD1%T COM►ONENT FORANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF INC BUILDING DESIGNER. PER ANSI/T►1 1.1995 SECTION 2. - (65799-51.15 1749C - A8A) �n+J Vnl, rnLrwnCV rnVn CVr,r V,Cn +„rV, \L nyJ • y,,,CnJ, V�JI Juyr,,,,Cy u, ,nyJJ •u n. Top chord 2x4 SP #2 N :T2 2x6 SP p2 N: :T4 2x4 SP y1 Dense: :15 2x4 SP 2400f-2.0E: Bot chord 2x4 SP Q2 N Webs 2x4 SP #3 (A) 1X4 y3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 3X6(Al ) _ 6X6_ 5X5= 2X4III 5X5= 6X6= 3X4= 3X4= 5X5= 2X4III 3X6= 3X8= 120 mph wind, 11.81 ft mean hgt, ASCE 7-98, CLOSED bldg. not located within 4.50 ft from roof edge, CAi II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3' gun nails @ 6" OC. Deflection meets L/360 live and L/240 total load. .P' 3X6(A1) = 1.0-0 1-0.0 Isw 41301 1_ 9-6-0 _I_ 21-2-0 _►, 9-0-0 _1 39-8-0 Over 2 Supports R=1522 U=456 W=8' R=1522 U=462 W=8' *9-4.0 1010 PLT TYP. Have TPI Design Cri t: TPI STO 19.633 QTY:1 HI - IT WI I . 1 - E - Scale =. 125' Ft. •.�.�+�••� t�pF TL TC LL �L 20.0 7.0 PSF PSF REF ROB1� 13509 DATE 08/28/03 (b5199-SU7 11441. - A9b) fop chord 2x4 SP Q1 Dense :T2, T3 2x6 SP 92 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :144, WIO 2x4 SP #2 N: A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 11/1 hip supports 7-0-0 jacks with no webs. *Negative reacLion(s) of -360p MAX. (See below) from a non -wind load case requires uplift connection. 120 mph wind, 15.00 ft mean hgt. ASCE 1-98,•CLOSED bldg. Located anywhere In roof, CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. • B Deflection meets L/360 live and L/240 total load. 6X6= 4X8= 3X8= 8X8= 3X8= 4X8= 6X6=- W_-AA7iK011_60w. - V rl 1.0-0- 1-0.0 Y*-E--10 - 4 - 0 'g 1 7-0-0 ► 25-8-0 _Is 7-0-0 _I 39-8-0 Over 3 Supports _1 'I R=82/-361 U=' W=8" R=1904 U=566 W=8N +9.4-0 T 3-10.3 1 R=4588 U=1313 W=8" 0/7 PLT TYP. Wave TPI Design Crit: TP! STD 19.633 QTY:1 HI 1 E - Scale=.12511 Ft. "WARN ING• TRUSSES REQUIRE E"RENE CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND TC LL 20.0 PSF REF R081 15124 RR AC ING. REFER TO HI B•!1 IHANOLING INSTALLING AND DR AC INGI. PULL ISIIEO RY TPI ITRUSS PLATE INSTITUTE. SBl O'ONOFRIO OR .. SUITE 200, NADISON, YI 5)71l1. FOR SAFETY PR ACIICES ►A TOR 10 •ERFORMING THESE FUNCTIONS. UNL[SS OTHERWISE INDICATED. TOP CHORD SHALL IIAVE INOP&MLY ATTACHED TC DL 7.0 PSF DATE 08/28/03 STNUCIURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p IFF± P p ••IMPORTANT•• FURNISH A COLT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE y1; �TIFfG,���,y BC DL 10.0 PSF DRW HCUSROaI 032407J1 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO CY BUILD THE TRUSSES IN CONFORMANCE YI7N TPI: OR FABRICATING. HANDLING SNIPPING. INSTALLING AND *!, :* I BC LL 0.0 PSF NC-ENG JEC/WPF ALPINE BRACING OF TRUSSES. 71115 OE SIGN CONFORM$ YITH APPLICABLE PROVISION$ OF ND, (NATIONAL DEIGN SPECIFICATION PURLISNE0 BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND I►I. ALPINE �I CO„NECI0.5 ARE MADE OF MA AS IH A:S3 GRAD GAL'. STEEL. EXCEPT AS NOTED. AI►LY CONNECTORS TO `• STA71=0F O TOT.LD. 31.0 PSF SEQN- 20340 EACH FACE OF TRUSS. ANO UNLESS 0[HER.ISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •AS •n ORror• ., DRAWINGS 160 A-Z THE SEAL ON THIS GRAYING INDICATES AC Cc,TANCE OF PROFESSIONAL ENGINEERING l� -1 OUR .FAC. 1 .25 FROM JRH Aipinc Engineered Producls,Inc. RESPONSISILIII' SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS S�oNAL' limnesCity,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RCS►OHSIBILIIY OF THE BUILDING DESIGNER. PER _ SPACING 24.0' JREF 1S5PO81_Z21 FLCertfuteofAalnnnleDli67 ANSI/TPI 1.1995 SECTION 2. 1/4VL. - A`Jn) lop chord 2x4 SP #2 N :T1 2x4 SP pl Dense: :T2 2x6 SP N2 N: Bot chord 2x4 SP Q2 N Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total load. 3X6(A1) 120 mph wind, 11•A ft mean hgt. ASCE 1.98, CLOSED bldg, not located within 4.50 ft from roof edge, CAI 11, EXIT B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 6X6= 2X4III 5X10Ea 3X4= 3X4= 3X4= 6X6= 2X4III 5X8= JX4= 3X4= 5X5= 3X4= LX4III 3X6(Al) 1-0-0 1-00.0 I 7-6-0 I 25-2-0 _I. 7-0-0 _I 39-8-0 Over 2 Supports R-1522 U=459 W=8" R=1522 U=463 W=8" PLT TYP. Wave TPI Design Crit: TPI STD 19.633 •'WARNING` TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND •RACING. REFER TO NIB-tl (HANDLING INSTALLING AND GRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. III D'OIIOFRIO DR.. SUITE ZOO. MADISON. NI $3719). FOR SAFETY PRACTICES PRIOR TO IERT ORMI NG THE SC FU"CTIONS. UNLESS 0111ERWISE INOICAICD. 70► C11oN0 SMALL HAVE PROPERLY ATTACHED SIR UC IURAL PANELS. BOTTOM CHORD SHALL HAVE A PRO►FRET ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS . INC. SHALL 001 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES I"'I DESIGN CONFORMS NIIN APILICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION ►UBLISHEO BY INC AMEIICAN FORESI AND PAPER ASSOCIATION) AND TPI. ALIINC CONNECTORS ARE MADE OF 20GA ASIN A653 GRAO GALV. STEEL. EEC EPT AS NOTED. AIILI CONNECTORS 10 EACH FACE OF TRUSS. AND UNLESS of11ERNISE LOCA TEO ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•2. THE SEAL ON THIS DRAWING INDICATES -ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIrA' LIIY AND USE OF THIS Haines City, I L 33844 COMPONENT FOR ANT ►ARTI CULAN BUILDING IS THE aESPONSI BILIIY Of IME BUILDING DESIGNER. PER FLCHTIdRiLofAwhNurtmIS67 ANSI/1PI 1.199S SECTION 1. +9-4-0 OTY:1 HI/-/1/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR JAC . 1.25 SPACING 24.0" T 4-1-3 1 L Scale=.125"/Ft. REF R081-- 13511 DATE 08/28/03 DRW HCUSR081 03240353 HC-ENG JEC/WPF SEQN- 20263 FROM JRH JREF- 1550081_Z70 (b-3199--JU9 1/4yL - AIUU/ fop chord 2x4 SP Q2 N J 2 2x4 SP gl Dense: :T5, T6 2x6 SP y2 N: Bot chord 2x6 SP 2400f-2.0[ Webs 2x4 SP p3 :147 2x4 SP #1 Dense: :W14 2x4 SP U2 N: 120 mph wind, 15.00 ft mean hgt, ASCE 7-98. CLOSED bidg, not located within 4.50 fL from roof edge, CAT II, EXP Be wind TC DL=5.0 psf, wind BC DL=5.0 psf. (A) p3 or better scab brace. Same size E 80% length of web member. Attach with IOd nails @ 6' OC. Deflection meets L/360 live and L/240 total load. 8X8= 8X8= 8X12(R) A/ SPECIAL LOADS -----(LUMBER OUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 54 PLF at -1.00 to 54 PLF at 40.67 BC From 20 PLF at 0.00 to 20 PLF at 39.67 TC 114 LB Conc. Load at 20.73, 22.60, 24.60, 26.60, 28.60 30.60. 32.60 TC - 307 LB Conc. Load at 34.67 BC - 50 LB Conc. Load at 20.73, 22.60. 24.60. 26.60, 28.60 30.60, 32.60 BC - 132 LB Conc. Load at 34.67 A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. Calculated vertical deflection is 0.76' due to live load and 0.64' due to dead load at X = 18-2-1. 5X10= 4X4= 6 - - 6 '1YA= AYR= FY19- LX4111 SXtf= H5612= .SX4= 4Xd-= LX4111 4X6(A1) = 4X8(B3) 8X8= HS612= 1.0.0 1.0-0 law 11W 1.6- •0.1 L 5-6-0 1_ 9-1-15 I. I_ 16 5 15 _1_5 0 0_I 39-8-0 Over 2 Supports R=1950 U=745 W=8' +9.4.0 R=2684 U=1204 W=8' 19 PLT TYP. 20 Gauge HS,Wave TPI Design Crit: TPI STD 19.633 0TY:1 HI 1 E - Scale -.125" Ft. •'WARNING• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND RR AC ING. REFER ro Hu-n IHAMDL INc IMSTALLING AND BRAG IHGI. ►ueu SHED BY TPI 1rlluss ►LATE • TC LL 20.0 PSF REF R081 - - 13512 INSTITUTE. SIT D•ONOFIt D... SUITE 700. MAO"ON. MI S])1lI. FOR s.rE,Y PRAC,ICE5 PR IN 10 TC DL 7.0 PSF DATE 08/28/03 PERFORMING THESE UNCl10M5. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL MA VE PROPERLY ATTACHED STRUCTURAL PANELS' BOTTOM CHORD SMALL HAVE A /ROFERLY AIIACHED RIGID CEILING. ZSR P R '•IMPORTAN7•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��SS ... -- �i{F BC DL 10.0 PSF DRW 11CUSR081 072�0356 P RODUCIS, INC. SHALL NOT ■E RES►OMSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO V;C(YP ��,.� BUILD THE In USSES IN CONFORMAI/CE WIT" TPI: OR FABRICATING, II AMDLING. SMI/PI MG. INSTALLING SAW. *f•CVl'No- �•�* J BC LL 0.0 PSF HC-ENG JEC/WPF ALPINE BRACING OF TRUSSES. THIS DESIGN C0.F0.MS YITN APPLICABLE PROVISIa OF NOS INA,IDNAL DESIGN SPECIFICATION PUBLISHED ITT THE AMERICAM rOREST AND PAPER AS SoCIAFIOH, .NO TPI. ALPINE 20• TOT. LD. 37.0 PSF SEON- 20283 CONNECTORS ARE MADE OF 20GA ASIM A653 GRAD GAL Y, STEEL. EXCEPT AS NOTED. APPLT CONNECTORS TO EACII FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, ►OSIIION CONNECTORS ►ER STATE OF DRAWINGS Ii0 A-Z. THE SEAL ON IN IS DRAWING INDICATES ACCEPTANCE OF PRO, E SSTOMA L ENGINCERING �`i,\� oa10.•o OUR.FAC. 1.25 FROM JRH Alpine Frigineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OC SI GII SHOWN, THE SUITABILITY AND USC Or THIS .'•.-. Ilaines CIIy,FL 33844 COMPONENT FOR ANY PARIICULAR BUILDING IS THE RESPONSIBILITY Or THE BUILDING DESIGNER. PER IS ONAL� Ft. CeaR-tic 01 A1011�1001567 AIMITPI 1.1995 SE CT Ion z.-------___- SPACING 24.0" JREF- 1S50081_Z7O b5/VV-Z)U7 1/4NL. ' bib Top chord 2x4 SP #2 N Bot chord 2x4 SP §2 N Webs 2x4 SP e3 I120 mph wind, 15.00 ft mean hgt, ASCE 7.98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. JA rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. 4h4LNL) = SPECIAL LOADS ....(LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 54 PLF at -1.00 to 54 PLF at 20.67 BC From 20 PLF at 0.00 to 20 PLF at 20.67 TC 178 LB Conc. Load at 3.50 IC 72 LB Conc. Load at 5.56, 7.56, 9.56, 11.56 BC 79 LB Conc-. Load at 3.50 BC 32 LB Conc. Load at 5.56, 7.56. 9.56, 11.56 Deflection meets L/360 live and L/240 total load. 4X4= (L--y . ( 3-6-0 I 9-1.15 I 3-6-1 I 4.6-0 20-8-0 Over 2 Supports R=1296 U=660 W=4" R=962 U=437 W=8" 3-10-3 T 1-7-3 +9.4.0 _1 PLT TYP. Wave TPI Design Crit: TPI STD 19.633 OTY:1 HI 1 E Scale—.3125" Ft. -aRACINH1GNG'RE,ERUrOENIe-911P1 ANDL:"G INSfALLIMGCARE IN BAMDASROCIMGIN. �ND►UBLISHHEDIBY1T/i INSTALLING ITE Y TC LL 20.0 PSF REF R081-- 13513 INSTITUTE. Se] D'DNDrRID DR., SUITE 200. MADISON. MI 53)111. FOR SAFETY rRACi10ES MIOR TO TC DL 7.0 PSF DATE 08/28/03 PERFORM NG THESE FUNCTIONS. UNLESS OTNERY I SE IHDICA TC O, TO/ CHORD SMALL HAYE PRO►C PLY ATTACHED STRUCTURAL PANELS. BOITON CHORD SMALL HAVE A ►ROPERLY ATTACHED RIGID CEILING. �tER P P, "IMPORTANT" FURNISH A COPY Or THIS GE51GN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ���ptIF�C-r�I BC DL 10.0 PSF DRW IICUSR081 03240358 P PODUC75. INC. SNALI. MO7 RE RESPONSIBLE rOR ANY DEVIATION FROM THIS DESIGN; AHY FAILURE TO 'l �Y eu ILO THE TRUSSES IN COHF ORNANCE WI1N TPI: OS FABRIUTIMG, HANDLING, SH1►PIMG. INSr ALLIND AND :* BC LL 0.0 PSF HC-ENG JEC/WPF ALPINE SPACING OF TRUSSES THIS OE SIGN CONFORMS WI1N APPLICABLE ►ROYISIONS Or No$ (NATIONAL DESIGN O SPECIFICATION PUSLISHED BY IMF AMERICAN FOREST AND PAPER ASSOCIATION) AND T►I. ALPINE CONNECIORS ARE MADE OF 20GA ASTH ASS3 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO STATE OF TOT. LD. 37.0 PSF SEON- 20288 EACH FACE OF IN USS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 7 r '`t1. RING Alpine Engineered Roducu,Inc. IESP ONSIBILDRAWINGS /TT SOLELYTFOR STHE TRUSSCALICOMrONENT DESIGN0 WING TSHOWNES CEP7ATHE SUITABILITYNCE OF OAND USENAL TOFCTHIS l�ss'�OIVA%6 OUR . F A C. 1.25 FROM J R H Haines City, FL 33844 EDMP0 ENI FOR ANY PANIICULAR BUILDING IS THE RES/ONsIBTL1TY or THE BUILDING DESIGNER, PER SPACING 24.0' JREF- 1S50081_Z70 n, CaffK Cof Awhxuation/567 ANSI/TPI 1.1995 SECTION 2. Top chord 2x4 SIT N2 N Bol chord 2x4 SIT #2 N Webs 2x4 SP Q3 120 mph wind, 15.00 ft mean hgL, ASCE 7.98. CLOSED bldg, Located anywhere in roof, CAI II, EXP B, wind TC OL=5.0 psf, wind BC DL=5.0 psf. �A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. T 1.8.3 T 4X4= 2X41 3X4= 4X4= 1 3-0-0 I 2-8-0 1 3-0-0 1 i8-8-0 Over 2 Supports D. R=567 U=459 W=6" R=553 U=441 SPECIAL LOADS ......(LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 54 PLF at 0.00 to 54 PLF at 8.67 BC From 20 PLF at 0.00 to 20 PLF at 8.67 TC 134 LB Conc. Load at 3.00, 5.67 TC 58 LB Conc. Load at 3.60 BC 64 LB Conc. Load at 3.00, 5.67 BC 25 LB Conc. Load at 3.60 Deflection meets L/360 live and L/240 total load. T 3-2-3 1.8.3 9-4-0 T — 69), PLT TYP. Wave TPI Design Cr1t: TPI STD 19.633 OTY:1 HI 1 E - Scale =.375" Ft. "WAR NING• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND TC LL 20.0 PSF REF R081- - 13514 BRACING. REFER TO MIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE DATE 08/28/03 INSTIIUTE. SBl D'ONOFa 10 DR., SUI IE 200. NAOI SON. NI 57/191. FOR SAFETY PRACTICES PRIOR TO ►ENTORMING INC SC FUNCIIONS. UHL[SS OTNCRWISE IN01[AIED, TOP CHORD SMALL NAYS IROIERLT AIIACHED TC DL 7.0 PSF STRUCTURAL PANELS. BOTTOM CNORO SHALL NAVE A PROPCRLY ATIACHEO RIGID CEILIHG "INPORTANT" Full Nis. A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED tE.. y1pTIFf P R BC DL 10.0 PSF DRW HCUSR081 03240359 PRODUCTS. INC. SNAIL N01 BE RESPOMSIOLE FOR AMY OCYIATIOn FROM THIS DESIGN; AHT FAILURE 10 CYY HC-ENG JEC/WPF BUILD IME TRUSSES IN CONI,ORHANCE WITH TPI: OR FABRICATING. HANDLING• SNIPPING. INSTALLING AND *�, No. S* 1 BC LL 0.0 PSF ALPINE BRACING OF TRUSSES 'THIS DESIGN COHFORMS WITH APPLICABLE PROVISIONS OF NDS THAT .0HAL DESIGN SEON- 20320 SPECIFICATION PUBLISHED BY TH( ANf RICAN FORCSI ANO ►APE0. ASSOCIATION) AND TPI. AL'HE CONNECTORS ARE MAD[ OF 20GA AS Tx A657 GRAD GALv. SIFFL. EE[EI7 AS N07E0. APTLY COnNECT0R5 10 2 �' STATE OF TOT.LD. 31.0 PSF EACH FACE OF TRUSS. AMA UxlEss OIHERNISE LOCATED On THIS DESIGN, POSITION CONNECTORS PER DRAW[ GS 160 A-j. THE SEAL ON THIS DRAWING INDICATES ACPTANCE Or PNOFEss10NAL ENGINEERING ,� S1 ORN,= S�ONAL� r OUR .FAC. 1.25 FROM JRH Alpine Engineered Products, Inc. REs.oxslelLlir SOLELT TOR THE TRUSS COMPONENT DESIGN SHOWN" INC SUIIABILIIT AND USE OF 7H15 SPACING 24.0" JREF 1550081_Z70 Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS fME RES►ONSIIIUir Or THE WILDING OESIGHEN. PER FL Clst:rcw Of AutbodzAtio01S67 ANSI/TPI 1.1995 SECTION 2. 05/VV'5U5 1/4VL. - r1IU1 Top chord 2x4 SP p2 N Bot chord 2x6 SP #2 N Webs 2x4 SP #3 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg. Located anywhere in roof, CAT H. EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. 2X4III T 2.1-3 9-4.0 1 2X4 (Al ) 1 3.6.0 Over 2 Supports_) R=303 U=199 14=4' SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at 0.00 to 54 PLF at 3.50 BC From 20 PLF at 0.00 to 20 PLF at 3.50 BC 553 LB Conc. Load at 2.56 T 2.1-3 R=509 U=370 O PLT TYP. Wave TPI Design Crit: TPI STD 19.633 OTY:1 HI 1 E - Scale =.375" Ft. ••YARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND RACING. PETER To HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE TC LL 20.0 PSF REF R081- - 13515 1111111111 , sea o•oNO" " DR.. SUITE zoo. NADISON. Y1 53n 91. FOR sArCl, rRACnCES PRIOR To PERT ORMING INE SE rUNCT...I UNLESS OT MERWISE INOICAfED. TO • CHORD SHALL NAVE IRO PCPLY ATTACHED STRUCTURAL PANEL5. Bottom CHORD SMALL NAVE A PROPERLY ATTACHED RIGID CEILING. -;,IMPORTANT-- FURNISH A COPY Or THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINLERED PyZER P R �.�p'�IFIC-`�"Iy T C BC D L DL 1 10.0 . 0 P S F PSF DATE 0 8 / 2 8 / 0 3 DRW HCUSR081 03240360 A L P I N E ODUCIS. INC. SNAIL NOT BE RESPONSIBLE TOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10!- BUILD FME TRD55C5 IN CONFORMAN CE NIT. T.I: DP fABRICAIING, HANDLING, SNIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONr0AM5 NITN •P/LICABLE PROVISIONS OF NDS (NA'TOIIAL DESIGN SPECIFICATION IUBLI SHED BY IHE AMERICAN FORESF AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE Or 20GA ASIN ABS] GRAD GALY. STEEL. EFCEIT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AHD UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER *I No. * STATE -OF_O �'`�r'G� ! BC TOT. LL LO. 0.0 37.0 PSF PSF HC ENG JEC/WPF SEON- 20318 DUR.FAC. 1.25 FROM JRH - Alpine Frigineered Products, Inc. DRAWINGS LBO A-Z. THC SE AI ON THIS OR AN IxG INDICATES ACCEPTANCE OF ►ROrC5510NA1 ENGINEERING RESPONSIBILITY SOLELY r0w THE TRU55 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE or THIS `rs%pNA� SPACING 24.0' JREF- 1S50081_Z7O llaincs CIty,FL 33844 FLcrMfIDDEOfA1RIminliDR156T COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of TILE BUILDING DESIGNER, PER—� ANSI/TPI 1.1995 SECTION 2 — . cc- 1]Arl1 - ..%aI rnl] UNu rn[rnn[U rnVf� �Y r,r YrLn rnr"• (ANnx+ • N.••1 ••+�•.•+I +""••r••••• "' •••••++ •••••• Top chord 2x4 SP p2 N Bot chord 2x4 SP A2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. PROVIDE ( 2) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) l6d COMMON NAILS. TOE NAILED AT BOT CHORD. 0.4-3 T 2X4(A1) I£1.5•0r 7-0-14 --7-0-2 Over 3 Supports R=179 U=180 W=10.564" 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg. Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Hipjack supports 4.11.8 setback jacks with no webs. 19= 1] R193 U=180 9 4 R=82 U=180 2-9-14 2-9.14 03 F PLT TYP. Wave TPI Design Cr7f: TPI STD 19.637 OTY:1 Hl - ] - E - Scale FROM -. 375' C. 7C LL 20.0 PSF REF ROeI-- 11517 DATE OB/2B/03 ...�. ., �.. 7C DL 7.0 PSF y��pt'�riPr'y�!ty BC OL 10.0 PSF DRW oazmas� SJE NC-E nG C/MPF BC Ll 0.0 PSF ALPINE �+ SEON� 20270 �I G(lH 2O� TOT.LD. D.0 PSF sr sy��µ DUP.FAC. 1.25 Alpine Fn�y�.d Products, Inc. r BUILDING �y µ. .. (bb/99 -- SU-3 1/49L 1101) Top chord 2x4 SP y2 N Bot chord 2x4 SP p2 N Webs 2x4 SP d3 A rlgid ceiling or continuous lateral bracing at 2V O.C. Must be properly attached to Lhe bottom chord. PROVIDE ( 2 ) l6d COMMON NAILS, l0E NAILED AT TOP CHORD. PROVIDE ( 3 ) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 0-4-3 2X4 (Al) LE I-5-o PLT TYP. Wave TP = ZALPINE Alpine Engineered Products, Inc. Haines City, FL 33844 FL Caury E of AWwuuo 11567 9-10-13 9-10-1 Over 3 Supports —) R=324 U=180 W=10.564' 120 mph wind, 15.00 ft mean hgt, ASCE 7.98, CLOSED bldg, Located anywhere in roof, CAT II, EXIT B, wind IC DL=5.0 psf, wind BC DL=5.0 psf. Hipjack supports 6-11.8 setback jacks with no webs. Deflection meets L/360 live and L/240 Lotal load. A0212. AD -3 R=234 U=203 9 4 0 R=327 U=180 Design Crit: TP12002 19.633 —WARN ING* TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. IN51ALLING AND BRACING. REFER TO HIS•BI (HANDLING INSTALLING AND SPACING). PUBLISHED BY IPI (TRUSS PLATE , INSTITUTE. 503 D'ONDFRIO DR.. SUITE 200. MADISON. NI S3711). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. ''IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AIPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH 1►I: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WIT11 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ORANI NGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF 111E BUILDING DESIGNER. PER ANSI/IPI 1-1995 SECTION 2. 3-9-14 TY:2 HI 1 E TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING SEE ABOVE 3.9-14 Zy Scale=.375'/Ft. REF RO81-- 13516 DATE 08/28/03 DRW HCUSR081 03240342 HC-ENG JEC/WPF SEQN- 20191 FROM JRH JREF- lS50081_Z7O Ph IO7FY7-.3U7 11V96 111J.30 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT BOT CHORD. 0.4-3. 2X4(Al ) IE1-s-o31.—4-11.6 _I K 4.10-10 Over 3 Supports IR=285 U=193 W=3.5" 11 1= R06 U=180 9-4-0 R=47 U=180 120 mph wind, 10.29 ft mean hgt, ASCE 7 98. CLOSED bldg. Located anywhere in roof, CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. T 2-0.14 T 2.0-14 0 PLT TYP. Wave TPI Design Crit: TP[ STD 19.633 QTY:1 HI 1 E Scale =.375" Ft. •BWARN ING* G AND RACING. 411ERUTOE.111-111RIHAMDLING IMSTALLINGC EXTREME CARE IN BANDABRACINGl. PU.LISHEDTION. HANDLING. I.1I11. IN(1RUSSNPLATE - TC LL 20.0 PSF REF R081-- 13518 INSTITUTE. 5.] D'ONOFR1. OR.. SUITE 200. MADI1... WI 53719). FOR SAFETY PRACTICES PRIOR TO TC DL 7.O PSF DATE OS/28/O3 PERFORMING THESE FUNCTIONS. UNLESS 0THERWI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACKED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY AT RIGID CEILING. TER P �. "IMPORTANT'- FURNISH A COPY Or T1115 DESIGN TO THE IIISIALLA 110M CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHAH NOT .0 R[S►OHSIBLE FOR ANr DEVIATION FROM THIS DESIGN; AIIY FAILURE TO y1T1F1n BC DL 10.0 PSF DRW HCUSROaI 03240JG2 .DIED THE TRUSSES IN CONFORMANC[ YITN T11: 0R FA.RICAIING, HANDLING. SNIPPING. INSTALLING AND *:'CYNo. ;* i BC LL 0.0 PSF HC-ENG JEC/WPF ALPINE BRACING Or TR VS SES 7.11 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIE I[A710N Pu.LISHED .Y THE AMER IC AN FOREST AND PAPER ASSOCIATION) AND T►1. AI►INE �I �/S CONNECTORS ARE MADE OF TOGA ASTM A653 GRAO GALV. STEEL. EXCEPT AS MOVED. APPLY CONNECTORS TO {' `O TOT.LD. 31.0 PSF SEON• 20223 EACH FACE OF I U5S. AND UNLESS 07HER WISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ST OF OR AWINOS 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL CHGINECRING i�--AZORVID"';? DUR.FAC. 1.25 FROM JRH Alpine FJl(Y'inarCd PTT)dUCIS, Inc. RCSIONSIBILIiV SOLELr r0R IN 7R USS COHPOHENI DESIGN SHOWN. THE SUITABILITY AMD USE OF THIS S�ONAI Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY or THE BUILDING DESIGNER. PER SPACING 24.0" JREF- 1S50081_Z70 FLCeedWm dAIRIoYb26W1367 I ANSI/IPI 1-1995 SECTION 1. bJ/Y9•t1UtI I/4VL - HJJ ,n'A YNu •ALInALu IAun -- )L nN1 • I nLn•r I—) •u—I., LV I .nu » ,n n. lop chord 2x4 SP p2 N Bot chord 2x4 SP #2 N Webs 2x4 SP y3 120 mph wind, 15.00 ft mean h9t, ASCE 1-98, CLOSED bldg, Located anywhere In roof, CAT H. EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT BOT CHORD. 7= 12 R6 U=180 9 4-0 R39 U=180 2 X 4 III L<l-s-o—IE 4-2-15 � �4-2-3 Over 3 Supports R=194 U=210 W=3.5' SPECIAL LOADS .---.-(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.4) to 54 PLF at 4.18 BC From 20 PLF at 0.00 to 20 PLF at 4.18 A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. 0-0� PLT TYP. Wave TPI Design 3 ►RODUC iS, INC. SMALL HOT ALPINE BRACING OF TRUSSES. THIS Crit: TPI STD 19.633 OTY:2 HI - 1 - E - - Scale =.375' Ft. ';WAR NING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND R A[1 Nc. REFER 70 u1E-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY T►1 (TRUSS PLATE I . I TC LL 20.0 PSF REF R081- - 13519 INS7I TUT[, S{] O'ONOFRIO OR SUITE 200. NAOISON, WI5711 !), FOR S•rCTT PRACTICES PRIOR 70 IERr OR„ING THE SC rUN[f IONS. uxIE SS OTNERrI SE INDICATED. TOP CHORD SHALL HAVE IRO►CRIr ATTACHED TC DL 7.O PSF DATE O8/28/O3 STRUCTURAL PANELS. {OT tON [HOBO SMALL NAYC A PROPERLY ArfAC MEO RIGID CEILING. "IMPORTANT•• ruRN1511 A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ifcp p � �QnTIF///��'•-��'b�/ BC DL 10.0 PSF DRW HCUSR081 0324036 (65799 - SU5 1749C - - EJ7) lop chord 2x4 SP p2 N BoL chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT BOT CHORD. 1.12•o �1.5 7-0-12 _I �7.0-0 Over 3 Supports R=331 U=180 W=8' 120 mph wind, 11.18 ft mean hgt, ASCE 1-98. CLOSED bldg. not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL-5.0 psf, wind 8C DL=5.0 psf. Deflection meets L/360 live and t/240 total load. +12•10-4 R=166 U=180 9-4-0 R=15 U=180 0 3-10-3 3 10-3 0-0 T c PLT 7YP. Nave PI Design PLT TYP. Wave TPI r7 [: TP12002 19.633 Des1 n Crit: TPI2002 19.633 QTY:14 HI OTY:14 HI - 1 � 1 - E � E - - Scale Scale -.375' Ft. �.375' Ft. •ORACR RACING. G•REFER UIOFHIO Ef11RIMAMOLIxG INSTALLING RAND ABRACING). NOIUOLISMED TRY I7►I INSTALLING IR USS NRL AT[ � TL TC LL LL 20.0 20.0 PSF PSF REF REF ROel�- 13520 R081-- 13520 INSTITUTE. SO] O'ONOfRlO OR .. SUITE d00, NADISOn, ri 5771f). FOR SAFETY IR ACIICCS PRIOR TO DATE DATE OB/2B/07 0 8 / 2 8 / 0 3 IERl OR MING THESE fuNCTl OxS. UNLESS OT NERYI SE INDICAI[D. TOP+�� ���•< [NORD SNAIL NAYF PROPERLY ATTACHED T C OIL 7.0 PSF TIC DL 7.0 PSF S IR UC lUR AL PANCLS. OOTTON CHORD SHALL HAVE A IR OIE RI.Y A7TACNFD RIGID CEILING. ••IMPOQTANT`• fu0.x1SN A co►Y Of 7N15 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC SMALL NOT BE RESPONSIBLE FOR ANY D[YIAf1011 FROM iN15 DESIGN: ANY FAILURE TO t�pf y1 �pT1F1 �`•:l� 3�p���'Lj. BC BC DL DL 10.0 10.0 PSF PSF DRW DRN oe� ooz�oaas HCUSRO81 03240346 SJE ALPINE ALPINE P I N E Ru 1L0 7nE 7Rus s[s Ix caxroR NAXCE Y11N 1►1: OR.FABRICATING. HANDLING. SHIPPING. INSTALLING AND ■0.ACIMG Of IRUSSCS. 71115 DESIGN CONFORMS YI7N APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN it;' �• ;* � BC BC LL LL 0.0 0.0 FSF PSF NC-ENG HC-ENG C/WPF JEC/WPF SPECIFICATION PUBLISHED Rr iN[ AVER I[AN FOREST AND PAPER ASSOc1AI101n AND T►1. ALPINE �LI � O 20� SE N- SEQN- 0 20193 20193 nio�M Engineered noaa�s,im Alpine Engineered Products, Inc. FIDInaCity,FL 33g44 R 'CmJaoNlrylWumon�lY1 f1. �elldKill DIAIIMrmIloD1561 CON ME C70R5 ARE WADE D! :ocA As,N Assl GR.D GAL Y. STEEL. Eft CLIT As nO1ED. APPLY cDHNEn DRs To EACH LACE O! TRUSS. AND UnLESS OiNERYI SE LOC AIED ON THIS DESIGN. IOSIIION COxxECTORS PER DRAWINGS ,r,D A-,. THE SEAL On rNis DRAWING INDICATES ACCEPTANCE DI PROFESSIONAL ExGINEERING RESIONSIOILIIY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI7AOILITY AND USE 0! IN IS COMPONENT raw ANT PARTICULAR eunolND Is INCTxE REsrorslennY of 711E OUILDInG DESIGNER. PER •��•��•n,:••�`••�•"��•'•,•••��•'"•'•,"•�•. ••• AN51/TPI 1.1995 SECTION 2. `v STATE OF . STATE OF i�••'2oRlpr.v.'t `�m'tON10��'! s`S707VAL� �qAL`' - �--- TOT.LD. TOT.LD. 370 D7.0 PSF PSF DUR.FAC. 1. 25 DUR.FAC. 1.25 FROM FROM JRH JRH SPACING 24.0' SPACING 24.0' JREF� JREF- 1SSOOBI_Z 70 1550081_Z70 In IS UNU rNLIARLU fAW WnrU.Ln , — — k-- • ---I—J) J00r,I, FLU 0. ...— ... n. (O:)/yy-3UJ 1/47L. - C07) Top chord 2x4 SP p2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS. l0E NAILED AT BOT CHORD. 11 = 1] R4 U=180 9 4 R=50 U=180 II 0 �-5-0-12 >I �-5-0-0 Over 3 Supports R=260 U=180 W=8' 120 mph wind, 10.68 ft mean hgt. ASCE 7-98, CLOSED bldg, not located within 4.50 fl. from roof edge, CAI` II, EXP 8, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. 2-10-3 0 2-10.3 a5? - PLT TYP. Wave TPI Design Crit: TPl STD 19.633 OTY:8 HI 1 E - Scale -.375' Ft. '*WARNING* TRUSSES REOUIRF ELTRFNE CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND TC LL 20.0 PSF REF R081- - 13521 BRACING. RCFCR TO NIB•91 (M ANOLING INSTALLING AND BRACING). PUBLISHED IT T/I (TRUSS PLATE DATE 08/28/03 INSTITU IE. 5a3 O'ONOF'IO OR .. SUITE'00. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUnC,I0113. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. •'IMPORTANT•• ruRNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED _`. P '/ �P+•Gp' TIFI':1'y ram•'* TC BC DL OL 7.0 10.0 PSF PSF DRW HCUSR081 03240365 ALPINE • Alpine Engineered Products, Inc. PRODUCTS. INC. SMALL Or BE RESPONSIBLE FOR ANYDEVIATION FROM T1115 OCSIGN: ANY FAILURE 10 Out IUI�11 CI MOFT 71UnS Ssin COIx/SnOESPICIGn I[ONf ORNS WITH AAPPL (CABLE PROVI SI On SSO. /NDS11"G (N AIIONAL (DESIGN SPECIFICATION PUBLISMCO BY INN AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIN[ CONNE [IONS ARE NA DC Oi 20GA A57M AB57 GRAD GAL Y. STEEL. ET[IPT AS NOTED. AP►LV CON HECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON ,HIS DESIGN. POSITION CONNECTORS PER, DRAWINGS 1fo A". THE SEAL ON THIS DRAWING INDIEAIES ACCEPTANCE Of PROFESSIONAL ENGINEE11nG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. IHE SUITABILITY AND US[ OF THIS (J/ *'• I STATE OF 0• saS'% ORro, G OAIAL� BC TOT. LL LD. 0.0 37.0 PSF PSF HC-ENG JEC/WPF SEON- 20217 OUR .FAC. 1.25 FROM JRH SPACING 24.0' JREF 1550081_Z70 Haines City, FL 33944 FL 1'eRirkwe of AuM1ondW)n 056T COMPOMENT rOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SEC71ON 2. (657QQ-9;I15 17aQr - F.1If; T Top chord 2x4 SP d2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) l6d COMMON NAILS. TOE NAILED AT BOT CHORD. 7= 11 R2 U=180 9 4-0 R32 U=180 120 mph wind, 10.31 ft mean hgt, ASCE 7-98, CLOSED bldg. Located anywhere in roof, CAT II, E%P 8, wind TC DL=5.0 psf, wind BC DL=5.0 psf. T 2-1.3 jb T 2.1.3 I o CIE 3-6-12� 3-6-0 Over 3 Supports! r� =1 R=209 U=180 W=4' D� PLT TYP. Wave TPI Design Crit: TPI STD 19.633 OTY:5 liI 1 E Scale—.375 STALLIG ANDp" Ft. • WAR NIRACING. ING•REFERUTOE HIBE9IIR(HANDLING INSTALLINGRANDA@RACING). PUBLISHED1BYtT/I IR(TRUSSNPLATE • TC LL 20.0 PSF REF R081 13522 INS11T01E. SB7 o•oxorRlo OR., SUITE :00. MAD1son. WI S3nf1. rot s""' /RACTICES PRIOR TO TC DL 7.0 PSF DATE 08/28/03 /ERF ORMING THE SE rUNC710N5. UNLESS OTHER INDICATED. TO► ENORD SHALL HAVE PROPCRLY Ar rACHED �p STRUCIURAL PANELS. BOTTOM CHORD SMALL HAVE A ►RDPERLY ATTACHED RIGID CEILING �I Gam! P p ••IMPORTANT•• FURNISH A COPY OF THIS DESIGtt 10 THE INSTALLATION CONTRACTOR. ALINE ENGINEERED S1 pTIFig1�'%y BC OL 10.0 PSF DRW HCUS11081 03240367 ►ROOUCTS, INC. SHALL N01 RE MES►OHSIBL[ FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO (�f'� „1A., BUILD IN TRUSSES IN CONFORMANCE WITX CON TPI: OR rABRICATIWG. HANDLINIS.G. SNIPPING, IHSTALL"I" AND *�' �' �* I BC LL 0.0 PSF HC-ENG JEC/WPF ALPINE SPEC IF ICATIONUPUBLISHEOTBYSIHCSAME0.ICAMIGNOFORESTTAl1DIPAPERLICRASSOC/ATION(SAND ipl.(NALPOMCL DESIGN CONNECTORS ARE WADE OF TOGA ASIM Af5] GRAD GALV. STEEL. EXCEPT AS NOTED. APTLY CONNECTORS IOA�oF TOT. LD. 31.0 PSF SEON- 20219 EACH FACE Or TRUSS. AND UNLESS OTHERWISE LOCATE On THIS DC SIGN, POSITION CONNECTORS PER •!1. ,AZ 11 O` DRAWINGS 160 A-2. INE SEAL OIt THIS ORAW NO INDICATES AC CEPTAMCE Oi PA OFESS10nAL ENGINEERING ss�ORVO D U R • F AC • 1.25 FROM J R H Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �NAI Haines City, FL 33844 CUM/ONEMT r0R ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0° JREF 1550081_Z70 F'LCctifioeeOfAutMdali9RB%T ..S."P. 1-IB,S SEC710N 2. ---- /CC700.CtIC 17AOr 9:.111 IHI$ UNU rNLYANLU LxUn Lunrul Inrul tLUAU3 • UlnLnalun Dl >Yan — LU a, I"U.R nrn. Top chord 2x4 SP p2 N Bot chord 2x4 SP y2 N Webs 2x4 SP p3 A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2) l6d COMMON NAILS. TOE NAILED AT BOT CHORD. T 1-8.3 2X4III 1� 3.0.12-----j 3.0-0 Over 3 Supports R=193 U=180 W=4" 12.2.4 R=58 U=180 +9-4-0 R=25 U=180 120 mph wind, 11.52 ft mean hgt. ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind 8C DL=5.0 psf. 3-2-3 . t 3-2.3 TYP. Wave TPI Cr7 [: TPI STO 19.6J3 Desin Crit: TPISTD 19.633 QTY:3 HI-1-E-Scale UTY:7 HI � 1 � E � Scale m.375' =.375"Et.••YARNING•[BUSSESREQUIRE F[. ALPINE AlpineEnginaredRalucts,lllc. NainesCity,FL 33844 neaa.��.o�.o,s�.�.a.o.:ie�.���«�...��m�wooi�u..�.$PACING FL CenifRue "f AmlmaxoRB 567 EITRENE CARE IN rABRICATION, xANOLING. Sxi►rING, INSTALLING ANDTC ILArEIMS7ITUTE. SB7 O'ONOlR10 OR.,SUIT(200. NADSON.I1!OFY raA[fICFirRIOR i0 ..... .��.< PERrORNING tH(SC FUNCTIONS. UnLC53 OINERNISE INDICATED, TOP CHORD SNALL NAY( ►ROPULT ATTACHED BOIION CHORD SNALL NAVC A rROrERLY AIIACNEO RIGID CFILIRG. A CO►rO( IMIS OCSIGN 70 TNC INSTAlLAT10N CONTRACTOR. AL►tNC CNGINECRFO�BC PRODUCIS. III[.SNALLNOrBCRCSrON51BLE FOR ANYiIONIRON INIS DESIGN:ANY FAILURC 10�e�.c�xcNorlTeussESINcoxnosOESIGxi[OnFORNS0YI1NAArrLICABLE rROVISIONSSOfrNDSG(NATIONALIDESIGn;920 �• SRECIfICAT10NPUBlI5NE0YTHEANERI[AnFOREST AIID rARCR ASSOCIAIiON)AND T►i. ALrIN[coNNFcroaSAREHAD[orzocA.s1NABsIcRAoGALYSTECLCCCEIfAsNorco.ArrLYcoxn(craas roSTATE EACH LACE Or TRU55. AND UNLESS OTHERWISE LOCATED ON TNIS DESIGN, ►OSIIION CONNECTORS IER DRAWINGS !BO A�I THE SEAL On THIS DRAWING INDICATES ACCF►LANCE OF PROFESSIONAL ENG IIIE EKING ■EsroxslBlLllr SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE 0! TNIS CONPOHENT FOR ANY PARTICULAR WILDING IS THE RESPONSIBILITY OF THE BUILDING DC SIGNER. PER An51 /Trl 1-1995 SECTION 2. �`pPTC �Eqp� G�"IMPORTANT••lURNI511 Mi� O• ;CL p �{P•'........�ro'•C9 7C 7C BC BC BC TOT.LD. LL LL OL DL DL10.0 OL Ll L L 20.0 20.0 7.0 7.0 10.0 0.0 0.0 37.0 37.0 PSf PSF PSF PSF PSF PSF PSF PSF PSF PSF REF REF ROeI- R081- IJ523 13523RRA[ING.REFERTONIB•BI(NANOLLNGINSTALLINGTII(rRUSs DATE OB/28/01 DATE 08/28/03STRUCTURALrANELS, DRW xcusxoei DRWHCUSRO810324036H o HC-ENG JEC/WPFALPINE HC-ENG JEC/WPFo��TOT.LD. SEQN- 20290 SEON- 20290oNpEr�i�uerdNaGau,lrc.DUR.fAC. 1.25 DUR.fAC. 1.25 FROM JRH FROM JRHHaine�Gry^�L 24.0° SPACING 24.0" JREF� 1550081_Z70PLT JREF- 1550081_Z70 PLT TYP. Nave TFI Design (bt)IYU -- -ju-j IY47L - LJ:)) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. (PROVIDE ( 2 ) l6d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT BOT CHORD. 120 mph wind, 10.68 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B. wind IC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. I 11 = 11 R4 U=180 2-10.3 +9 4-0 R=50 U=180 IE.Q-31E 5-0-12� �-5-0-0 Over 3 Supports R=260 U=180 14=8" PLT TYP. Wave TPI Design Crit: TP12002 19.633 ••WARNING• TRUSSES REQUIRE EETRENE CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER 10 HIB-91 (NANDL ING INSTALLING AND BRACING). PUSLISITEO BY IPI (TRUSS PLATE INS71TUIE $B] O'OUOFNIO DR .. SUITE 200. MADISON. HI 53719). FOR SAFETY PRACTICES PRIOR TO P CRFORMIMG THESE FUNCT1011S. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL 1lA VC PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT . IMPORTANT'• FURNISH A COPY OF Tit IS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IX COHi OR MANCE WITH TPI, OR FABRICATING. HANDLING. SNIPPING. I115 TAIL ING AND ALPINE BRACING OF INUSSE 3. THIS OE SIGN CONFORMS MIT. APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PURL (SHED a INE AMER IeAN FOREST AHO PAPER ASSOC IAI10T11 AND TPI. ALPINE CONNECTORS ARE "OE OF 20GA ASTH A653 GNAO GALV. STEEL. AS EPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF IN USS. AND UHLE SS DINEAYISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS I50 A-[. THE SEAL ON IN IS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products. Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City. FL 33844 COMPONENT FOR ANY ►ARTICUTAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FLCcrfnkofAdhMMm1561 ANSI/TPI 1.1955 SECTION Z. QTY:4 HI/-/1/-/E/-/- TC LL 20.0 PSF TC OL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LO. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 2-10.3 31 Scale =.375"/Ft. REF R081-- 13524 DATE 08/28/03 DR W HCUSR081 03240341 HC-ENG JEC/WPF SEQN- 20195 FROM JRH JREF- 1S50081_Z70 Ir..700 • • .111; 17AQr . 17.1,11 Top chord 2x4 SP y2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. IPROVIDE ( 2) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS. 10E NAILED AT BOT CHORD. 6 1-- 2X4(A1) I �'00I t E 3-0-12 3-0-0 Over 3 Supports R=193 U=180 W=8N 57= 10 R57 U=180 9-4-0 R=26 U=180 120 mph wind, 10.18 fL mean hgL, ASCE 7.98, CLOSED bldg, Located anywhere in roof, CAT II, ERP B, wind 1C DL=5.0 psf, wind BC DL=5.0 psf. T 1-1I0.3 _t B T 1-10-3 I Scale �5 F PLT TYP. Have TPI Design PLT TYP. Wave TPI Crt[: TP12002 19.6JJ Design Crit: TPI2002 19.633 U7Y:6 HI OTY:6 H1 � 1 - 1 � E - - E - ca e Scale �.375" �.3 t. Ft. ••YARNING• TRUSSES REQUIRE EXTREME CARE IN rAeRICATION. +IANDLING, SHIPPING. INSrALLIMf, AND ';WAR TC TC LL Ll 20.0 20.0 PSf PSF REF ROel-�� REF R081 13525 1J525 REFER 10 N1t�71 (HANDLING INSTALLING AND BRACING). PUBLISHED BY r►I (TRUSS PLATE DATE DATE 08/28/03 08/28/03 INsnrurE, sea o•oxorRlo OR. sulrE 200. NAOISOn, YI 577191, FOR SAfC7Y PRACTICES PRIOR 10 E... ..�.� P ER TORNING II+CSC fUNCIlOM 3. UNLCSS OTMERYI TC INDICATED. TOP CNORO SHALL NAVE /R OPERLT AT iAC NED TC Dl 7.0 7SF TC DL 1.0 PSF S IR UC TUR AL PANELS. tOTIOM CHORD SHALL NAYC A /RO►ER LY ATTACHED RIG 10CEILING. SEF �ER P P DRW HCUSR OBI DRW SJE x o 03240343 ••INPOR TANT•• FURNISH A COP' Of THIS DESIGN TO 1N[ INSTALLATION CONTRACTOR- ALDINk ENGINEERED F ptlFfc�w,y BC Dl ]0.0 PSF BC DL 10.0 PSF PRODUCTS. INC. SHALL nor OERETIONSIeLE FORANY DE VIATION rot ONiNif DESIGN; ANT FAILURE 10 y� �iiF�Wy c1" HC-E N6 HC-ENG C/WPF JEC/WPF ALPINE BUILD THE TRUSSES IN CONr ORNANCE YIIN TP 1: OR FARRICAi1NG, HANDLING. SNIPPING. INSTALLING AND tRACING Oi rRUTSE3. THIS OESIGM COOfORM$ WIT" APPLICABLE PROVISIONS Of NOS INAlIONAI DESIGN *J� Hp, �'�* 1 �+1 ��'* BC LL 0.0 PSF gC LL 0.0 PSF SPEC Ir ICATIOn ►UtLISNED eT THE ANCRICAN fORCTT AND PAPER ASSOCIATION) AND 7►I. ALPINE CONNC[TOR$ ARE MADE Of 20GA ASIN A65a GRID GAL'. STEEL. EXCEPT AS 1+01[D. APPLY CONNECTORS 10 1V �C6J ,• 20t 20' TOT.LD. TOT.LD. 77.0 37.0 PSf PSF SEO N- SEON- 0197 20197 2 NNC CrORT PER EA [H FACE OF TRUTT, AYO UNLESS OTNERYI SC LOCAICD ON TxIS OE SIGN. ►OTITI01+ C...... STATE t`tsyt���E� OF DUR.GAC. DUR.FAC. 1.25 1.25 FROM FROM JRH JRH ao� @rep uw nm�.ss,iM Alpine&lgiluuedPTIXIUCIS,IIIc. HeinesCiry,FL 33844 ��n,�Q;y^e����a ������01�yy�/�7 OR AY 111G5 160 A•Z. THE SEAL ON lx1$ OKAYING INOICAiES ACCE►T ANCE OF PROrE5510NAL ENGINEERING REsronstelLllr SOLELY i0R THE TRUSS CONP011ENT DESIGN $n0Y11. IME $UIiAtIIITT AND USE Of THIS .��.o�.��.�,...:.e.:�.���,. OF HE ..��o�.�oE.�o.... ... coxPoxfnr roe Arry PARncuL>,R euILDIND Is IN SP REsroxstenlTr or rNf eunolNc Dfslcxu. PfR ANSI/TPI 1�1l9T SECTION Z. l�S•:2pR10�:'p� N%1L� �--- SPACING SPACING 24 .0 24.DR JREF� JREF- 1550081 1550081_Z70 Z70 Inl� U•u Tntr PCU rXVr1 LV rI ,K In,— 11-1 • D, ,A —V toJ/Nj-DU7 I14toL L. JJNJ Top chord 2x4 SP #2 N Bot chord 2x4 SP p2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT BOT CHORD. 10. 10-4 R=5751 U=180 9 4-0 R26 U=180 � 11 - o - 3-0-12—� 3-0-0 Over 3 Supports -11 R=193 U=180 W=4' 120 mph wind, 10.18 fL mean hgt, ASCE 7.98, CLOSED bldg, Located anywhere in roof, CAI II, EXP 8, wind TC DL=5.0 psf, wind BC DL=5.0 psf. T 1-10-3 1 16 T 1-10-3 1 0 PlT TYP. Nave TPI Design HAVE ALPINE P I N E SPECIFICATION PUlLISIIED ET THE ANCRICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE PLT TYP. Wave TP1 Lri[: TPI STD 19.673 Desi n Crit: TPI STD 19.633 OTY:2 OTY:2 HI HI - 1 � 1 - E � E - - Scale Scale =.375" -. J75' G[. Ft. ••IIARNINc• TRUSSES RCOUIRE EXTREME CARE IN FABRICATION. XAt10lIN0. SHIPPING. INSTALLING AND pRACING REFER TO 111�-91 (HANDLING INSTALLING AND BRACING). POOL ISHED RY TPI (TRUSS PLATE � ' TC TC LL LL 20.0 20.0 PSF PSF REF REF RO81-� R081-- 13526 13526 INSrI IU IE. SE] D'OrIpFR IO DR .. SUITE 200. NADISON, YI 5]71l1• FORSAFETY PRACTICES PRIOR i0 ►E RFOR VINO 111E SC FUNCTIONS. unIE SS OINCRwISE INDICATED. 70► CNORO SHALL .n.�.�,.� tip �t'F�r� TC BC DL �L 7.0 10.0 PSF PSF DATE OB/28/03 DRW NCUSROB� 032�O169 ALPINE = ZOt� sruEoc, w. BC TOT. LL 0.0 77.0 PSf PSF HC-ENG JEC/WPf SEON- 20225 DUR.FAC. 1.25 FROM JRH up1z�p�a�p���,i� -H'�i�ya���i�i •°'•°1411X103•o.:�.�.��.w �.. .,,�,o�.�oo��,... ... o H�'�' SPACING 24.0' JAEF- 1550081 270 (65799 -- 5U5 1749C - - CJI) Ilop chord 2x4 SIT p2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached Lo the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT BOT CHORD. 6 (- 0.10.3 2X4(Al) I EJ E l-0111.0 12j 1-0-0 Over 3 Supports PLT TYP. Wave TPI ALPINE Alpine Engineered Products, Inc. Ilaines City, FL 33844 FL Caffica a of Amlormdan 9 561 R=161 U=180 W=8' 120 mph wind, 9.68 ft mean hgt, ASCE 7-98, CLOSED bldg. Located anywhere in roof, CAT II, EXIT B, wind TC DL=5.0 psf, wind BC OL=5.0 psf. Design Crit: TP12002 19.633 "WAR N ING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACIG. REFER TO MIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY rri (TRUSS PLATE INSTITUTE. BB] D'ONDFRIO OR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING T HE SE FUNCTIONS - UxLE Si OTHERWISE INDICATED- TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATC. AIGIO CEILING. "IMPORTANT'- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PITODUCIS. IME SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE IR USSES IN CONFORMANCE WI Tx T►I: OR FABRICATING. NANDLING, SNIPPING. INSTALLING AND BRACING Or TAUS SES. THIS DE 51Gx CONFORMS YIIM APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUSL ISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T►1. ALPINE CONNECTORS ARE MADE OF TOGA ASTH A653 GAAO GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, P0511101 CONNECTORS PER DRAWINGS 160 A•r. IME SEAL ON iH15 OR AMINO INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITASILITT AND USE OF THIS COMPONENT` FOR ANY PARTICULAR BUILDING 15 THE RE SPONSI5 ILI TV Or THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. I TY:6 HI 1 E - TC LL 20.0 PSF TC OL 7.0 PSF 8C OL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0' 0-10-3 O2L/ Scale—.375"/Ft. REF R081-- 13527 DATE 08/28/03 DRW HCUSR081 03240345 HC-ENG JEC/WPF SEQN- 20199 FROM JRH JREF- 1S50081_Z70 �n ,.t u"u fnlrnncu .nun �unr u.�n ,n♦u. L� nu+ " u,.H nu, v. +1 +u u,,,.•�u u, ,..u++,,, n. (b]/910'7U7 I/97L L.J1HJ Top chord 2x4 SP #2 N Bot chord 2x4 SP p2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT BOT CHORD. 6 I— i 0 10 3 9- 0-4 -0 9-4-0 2X4(A1) IE-O-�IE 0-12I 1-0-0 Over 3 Supports 120 mph wind, 9.68 ft mean hgt, ASCE 1.98, CLOSED bldg, Located anywhere In roof, CAT II. E%P B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. 1 0.10-3 R=161 U=180 W=4' 35 PLT TYP. Wave TPI Design Crit: TPI STD 19.633 0TY:2 H1 1 E Scale -.375" Ft. -•WARNING' TRUSSES REOUTAE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND TC LL 20.0 PSF REF R081- - 13528 GRACING. REFER TO HIB•RI (HAMOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE DATE 08/28/03 A L P I N E Alpine Fngineered Products, Inc. INSTITUTE. $B1 D•DNOrA10 OR., SUIIE I00. NADISON, NI 11111), !oR SAFE' PRACTICES ►RIOR TO PC Ai ORMING THESE FUNCTIONS. UNLESS OTMERNISf IMDICA iE O. TOP CHORD SHALL HAvE PR0►EALT •ITACNFD S7R UC lUR AI rANCI S. BOTTOM CHORD 511 ALL NAYC A PROPERLY AT TAC NED RIGID CC IL ING. "IMPORTANT" FURNISH A COPT Or THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC $HALL N0T BE RESPONSIBLC FOR ANY DEVIATION FROM THIS DESIGN: ANT FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. MAMDLING. SNIPPING. INSTALLING AND BRACING OF TRUSSES. I"IS OE SIGN COHrORM$ NIIM APPLICABLE 'AOTISIONS OF ND5 (MAIIONAL DESIGN SPECIFICATION ►UBLISHEO BT THE AMERICAN rORCST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Or TOGA ASTM AiS3 GRAD GALV. STEEL. EXCE►1 AS NOTED. A►PLT CONNECTORS TO 1 PE OR ANINGSEACH E IRO A, IOF SS AND THEU SEAL SOMT TN 1510A AWSE /NGT I NDIIAIII AC CE P T ANCEO0, T III OF Es" ONALR E MC INEERING AESPONSIB IL I TT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Or INIS �tER P F y,g11FI 1. C(3Y/ *:r �• �* I 2 O , S ATE OF �LP�;c....... S�oNAi.E`' TC BC BC TOT. DL DL LL LD. 7.0 10.0 0.0 37.0 PSF PSF PSF PSF DRW HCUSRO81 03240371 HC-ENG JEC/WPF SEON 20227 DUR.FAC. 1q.25 FROM JRH SPACING '4.0N JREF 1550081_Z70 Haines City, FL 33844 R. Ceei0law Di ATTduTinlim 1%7 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.199S SECTION I. - --- 11ZC7oC1.Cllr. 17Aor r.11RT 1n IA UA r—Aii— ,e wn L , e. %-- . Nnnn+.m+1 1--- Lv v- ---- --- ... Ilop chord 2x4 SP p2 N Bot chord 2x4 SP y2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2) 16d COMMON NAILS. TOE NAILED AT BOT CHORD. 120 mph wind, 11.02 ft mean hgt. ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B. wind TC DL=5.0 psf, wind 8C DL=5.0 psf. 2X4 III 6 �11-2-4 T T T2 2-3 2.2-3 1•B•3 8 9-4-0 _l 2 X 4 III U-01 IE0LUI 1.0-0 Over 3 Supports I R=167 U=180 W=4' C-39 PLT TYP. Wave TPI Design Crit: TP[ STD 19.633 OTY:3 HI 1 E Scale =.375' Ft. '•WARNING• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. RErCR TO NIR,111 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLAT[ , TC LL 20.0 PSF REF RO81- - 13529 DATE 08/28/03 INSTITUTE. sB] 0.ONOFRI. DR., SUITE z00. MADIS.M, xl 5311f). TOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCT101-S UNLES5 0INCMWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY A'IACIIEO STRUCFUR AL PANELS. BOTTOM CIIORD SHALL HAVE A PROPER LY AIIAC C.RIGID CEILING. '•1 MPORTANr•• FURHISH A COPY Or THIS OI TO THE INSTALL -AT ION CONTRACTOR. ALPINE ENGINEERED SR P �� ....,, �`� -Y TC BC OL DL 1.0 10.0 PSF PSF DRW HCUSR081 03240373 7ALPINE O ANY D"IAF1011 FROM IN' S DESIGN; ANY FAILURE TO /RODUCTS. INC. SHALL NOT BE RESPONSIBLE TO BUILD 1NE TRUSSES IN CONFORMANCE NI TN TPI: OR cABRICAilxO. MANDLING. SNIrPIHG. INSTALLING AND BRACING Or TRUSSES. THIS OCSISM CONFORMS WIT" A►►LICABLE PROVISIONS Or NDS (NATIONAL DESIGN SPECIFICATION PURL ISHED BY THI AMERICAN FOREST AND PAPER ASSOCIATION) AND T►I-ALPINE CONNECTORS ARE MADE OF zOGA ASTH A653 GNAO GALV. STEEL. EXCEPT AS NOTED APTLY COnNIC10RS TO EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATED ON IHIS DESIGN. POSITION CONNECTORS P[R *� �• �* 2 STATE OF O, n •� gC TOT.LD. LL 0.0 37.0 PSF PSF HC-ENG JEC/WPF SEON- 20305 DUR.FAC. 1.25 FROM JRH Alpine l'Jigineered Products, Inc. DRAWINGS 160 A•E. THE SEAL ON THIS ORAWING INDICATES ACCE►TANCE OF ►ROFES110NAL ENGINEERING RESPOMSIBIIIIY SOLELY FOR INE rR US'EDHPOMENr OISIGN SHOWN. INE SUIIA6ILIIY AND USE OF IHIS `-`OR1t;-%�G� S/QNAL� SPACING 24.0N JREF- 1S50081_Z70 Haines JCity, 11 33844 FL Ceru�[al60E Awfixu]IOD!$67 COMPONENT FOR ANY PARTICULAR BUILDING IS INE RESPONS. B ILIrY OF THE BUILDING DESIGNER. PER ANSIFTPI 1.1995 SECTION 2. --- (b!)/9V buto 1/4VL LJJL Top chord 2x4 SP y2 N Bot chord 2x4 SP N2 N Webs 2x4 SP #3 A rigid ceiling or -continuous lateral bracing aL 24" O.C. Must be properly attached to the bottom chord. PROVIDE 1 2 ) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT BOT CHORD. 2 X 4 III 120 mph wind, 11.27 ft mean hgt. ASCE 1.98, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B. wind TIC DL=5.0 psf, wind BC DL=5.0 psf. 6 I- 1 1 2 4 T TR=22 I 1-8'3 9.4-0 U=180 2-2-3 2.2.3 2 X 4 III 1�c° 1X 1-0-0 Over 3 Supports R=52 U=180 9 PLT T.YP. Wave TPI Design Crit: TP! STO 19.633 OTY:1 HI 1 E Scale —.375" Ft. •-WARN IKG- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND TRACING. REFER TO NIB-11 (HANDLING INSTALLING AND BRACING). PUBLISHED BY T/I (TRUSS PLATE , TC LL 20.0 PSF REF R081- - 13530 DATE 08/28/03 INS1I TUTE. SB7 D'ONOFRIO DR., SU17C 200. MADISON. WI S77I1). FOP SAFELY 1RACTICES IRIOR TD PERFORMING THESE FUNCTIONS. UMLCSS OTHERWISE INDICATED. TOP CHORD SHALL NAYS PRO►E RLY ATTAC NED • TIC DL 1.0 PSF STRUCTURAL PANELS, 0R0 SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. •�F-R �7 DRW IlcusRosl 03240374 .SM A 0 IIIS TO ALPINEENGINEERED •PIT NINC. ' BC DL 10.0 PSF DUCTS. SMALL)SNO' aE RESPONSIBLE FOR ANY DEVIATION FRIOM THIS OE5 GU: FAILURE y�t1Fr Ny HC-ENG JEC/WPF eu1L0 THE tRUSSES IN CONrO.MA.CE WITH TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WIT" APPLICABLE PROVISIONS OF NOS (NATIOIIAL DESIGN *;' No. �':* I BC LL 0.0 PSF 7ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOPEST A„D PATER ASSOCIATION) AND TIT. ALPINC CO„„CCTORS ARE MADE Of 20GA AS TN ASS 7 GRAO GAIv. STEEL. EXCE►T AS NOTED APPLY CONNECTORS 10 20. TOT.LD. 37.0 PSF SEON- 20297 EACH FACE Of TRUSS. AND U„LESS 01MCRWISE LOC AIE0 Ou THIS OESIGN, IOSI110H CONNECTORS PER STATE OF OUR.FAC. 1.25 FROM JRH DRAWINGS IGO A.Z. THE SEAL ON THIS DRAWING INDICATES ACCE►iANCE OF PROFESSIONAL ENGINEERING �s+•A'ORIDr•C��2 Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. IN[ SUITABILITY AND USE OF THIS SZ.NA1-. SPACING 24.0' JREF 1S50081_Z70 Haines City, FL 33944 FLC1ndicatofATulormtio0561 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. IER ANSI/TPI 1-I11s s[CI(0N