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320 Lusitano Way - BR04-000882 - SFRPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 - - Orlando, FL 32822 CBC 055300 ' ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT # ® ' DATE PERMIT DESCRIPTION L PERMIT VALUATION SQUARE FOOTAGE V DA POIIAT[0 City of SanfordCertificate of Occupancy This is to certify that the building located at 320 Lusitano Way for which permit number 04- 882 was issued has been completed according to the plans and specifications filed in the permit, to wit as Single Family Home complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: T. Lilly Engineering: D. Sweet Public Works: R. Buckner Utilities: R. Blake Fire Department: N/ A Zoning: N/ A D R Horton Property Owner 05/ 21/04 05/ 24/04 05/ 24/04 05/ 24/04 Q) 3,, A ., :0 V Qu„`, 05/25/04 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 5/21/04 320 LUSITANO WAY BAKERS CROSSING D R HORTON MARK 407-466-4366 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. 2engineering Public Works Utilities L>K U.Sweby A-C41e¢ Fire Zoning _ Licensing N/A N/A N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) w10 qo&v 5//q CERTIFCATE OF OCCUPANCY ,.' „ „/- REQUEST FOR FINAL INSPECTION ` a`u` SINGLE FAMILY RESIDENCE**** DATE: 5/21/04 PERMIT #: 04-882 ADDRESS: 320 LUSITANO WAY BAKERS CROSSING CONTRACTOR: PHONE #: D R HORTON MARK 407-466-4366 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. Engineering ublic Works Utilities Fire Zoning Licensing N/A N/A N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RES 1" CHC';IiST - iET11.1TiES DEPT. Request Rec64ed __To Utility (nspalor---------- TDATE: 5/21/04 Utility lnsZecsr's Final INITIALS DATE FDEP CleG,o rare - %,Vater------------------- PERMIT #: 04-882 FDEF' Clearance - Sewer _-_------ City Services Easements ------------------- ce Bond0 iD' - 1pr) __________ __________ ADDRESS: 320 LUSITANO BAKERS CRON G----------------- ---------- ---------- CONTRACTOR: D R HORTON PHONE #: MARK 407-466-4366 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. ElEngineering Public Works Fire N/A Zoning N/A tilities Licensing N/A 2 CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC0401 CITY OF SANFORD 5/21/04 Address Misc. Information Maintenance 09:10:20 Location ID . . . 251285 Parcel Number . 18.20.31.-0000-0870 Alternate location ID Location address . 320 LUSITANO WAY Primary related party Type information, press Enter. Special Sequence Code(F4) App Free -form information Date notes 1.00 CSVC UT LOT 87 ************* 22004 2b CSVC UT SW DEV FEE 7 0.00 WA DEV FEE 650.00 4 CSVC UT BP04-88 PD 2-19-04 SEE REC 6374 22004 4.00 CSVC UT 3 4"WA METER SET FEE $190.00 PD 2- 9-04 2 6---n CSVC UT REC 6 74 7.00 8.00 9n 10.00 More... F2 Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages 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 320 LUSITANO WAY - CITY STATE ZIP CODE - SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 87, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (type): or ##.#####) NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION i B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE I SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 69. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6, FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 1202940045 E 4/17/95 4/17/95 A 24.5 bi u. Inolcate the source of the base HOW LlevaDon (btl Iz) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. 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 Desi nation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: Construction Drawings; Building Under Construction" ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similarto the building for which this certificate is being completed - see pages 6 and 7. Ifno diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones AlA30, AE, AH, A (with BFE), VE, VI430, V (with BFE), AR, ARIA, AR/AE, AR/Al A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. Ifthe datum is d'rfferent from the datum used for the BFE in Section B, convert the datum tothat used forthe BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, todocument the datum conversion. Datum NGVD'29 Conversion/Comments NONE I a Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement orenclosure) 29. 5 ft.(m) Ca o b) Top of next higher floor N/A. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o 0od) Attached garage (top of slab) 28. 9 ft.(m) E , o e) Lowest elevation of machinery and/orequipment W c servicing the building (Describe in a Comments area) 29.0 ft.(m) E o f) Lowest adjacent (finished) grade (LAG) 28.6 ft.(m) z' m o g) Highest adjacent (finished) grade (HAG) 29. 1 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 3 NJ IN o Q 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 certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIER'S NAME: GALEN K BELL LICENSE NUMBER:4224 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS 1030 N. OF SIGNATUF CITY STATE ZIP CODE WINTER PARK FL 32789 DATE 5/20/04 TELEPHONE 407) 426.7979 FEMA Form 81-31, January See reverse side for continuation. Replaces all previous editions - IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, andtor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number . 320 LUSITANO WAY CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides ofthis Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E ISAN A/C UNIT Check here ifattachments 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. Ell. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed —see pages 6and 7. Ifno diagram aocurately represents the building, provide a sketch orphotograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor orelevated floor (elevation b) ofthe building is _ ft.(m) _in.(kxn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The topof the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cn) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. ForZone AO only: If no flood depth number is available, is the top of the bottomfloor elevated in accordance with thecommunity's floodplain management ordinance? Yes No Unknown. The local official mustcertify 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 Efor Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Secc9ons A, A C, and Eare correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIPCODE SIGNATURE DATE TELEPHONE COMMENTS Check here if 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, orarchitect who is authorized by state or !oval law to certify elevation information. (Indicate the souroe 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 FEMA4ssued orcommunity4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) ofthe building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth offlooding at the building site is: _. _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS TITLE TELEPHONE DATE It Check here if attachments i FEMA Form 81-31, January 2003 Replaces all previous editions ' PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 87, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 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). 4C1 I LOT 88 N4 Y o 1 .. . I ?° 110.00' 3 , S89'35'18"E 30' 25.2' A C PAD El GRAPHIC SCALE 25.5' i59.3' i 0 15 310 LLJ Z _ O COVERED `o 1 - In - ems' Q 00 ry - ONE STORY .ENTRY .vo i .,yw . 3 O 9`a Q^ 1 p 1 ONE BLOCK 3 7 } N QURESIDENCE1 - I Q z 0 FINISH FLOOR o 1 a 0 0 Q a LI-I _ O J 9.0' ELEVATION=29.51 In o w O Z Lo o N 1 I ' s 00' FENCEJ E j zs.o' i IS ", cTj 0. 2' OFF ; N89'35'18W s 110.00' - Yo' I a I I I 6' WOOD FENCE LOT 84 i IW 4r LOT 85 I LOT 86 of I I ZI iIo -o I IOWIiI , W_ Wu I Q It s 1I ^ 1 CERTIFIED TO AND FOR THE APT EXCLUSIVE USE OF: DHI TITLE OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA BRYAN COSTELLO AND MAUREEN COSTELLO DHI MORTGAGE COMPANY, LTD. NOTE: is ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY LEGEND INCONSISTENCIES HAVE BEEN NOTED ON THE — . — . — . — BUILDING SETBACK LINE SURVEY, IF. ANY, - - - - - CENTERLINE FND NAIL AND DISC 2. PROPERTY CORNERS SHOWN HEREON WERE - RIGHT OF WAY LINE LB #4671 (05/19/04) SET/ FOUND ON 05-19-04, UNLESS OTHERWISEA EXISTING ELEVATION FND 1/2' IRON ROD AND CAP SHOWN. CONCRETE 0 LB #6393 (05/19/04) CNA CORNER NOT ACCESSIBLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE LB LAND SURVEYING BUSINESS A DENOTES DELTA ANGLE LS LAND SURVEYOR - - L DENOTES ARC LENGTH LANDSHOWNHEREONFOREASEMENTS, RIGHT OF PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING WAY,. RESTRICTIONS OF RECORD WHICH MAY PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE AFFECT THE TITLE OR USE OF THE LAND. - - - (P) PER PLAT PI DENOTES POINT OF INTERSECTION 9 (M) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND - PT DENOTES POINT OF TANGENCY 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN C/W CONCRETE WALK TYP TYPICAL LOCATEDEXCEPTASSHOWN. S/.w SIDEWALK A/C AIR CONDITIONER i I CP CONCRETE PAD CBW CONCRETE BLOCK WALL _ IsCONCRETESLAGRPRADIUSPDINi- 5. NOT VALID WITHOUT THE SIGNATURE AND THE C CHORD LENGTH PK PARKER KALON 0Hu OVERHEAD UTILITY LINE I - . ORIGINAL RAISED SEAL OF A FLORIDA LICENSED ID IDENTIFICATION,Poc POINT ON LINE SURVEYORANDMAPPER. POC PONIT OF CURVE PCC POINT OF COMPOUND CURVE I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL - I HEREBY CERTIFY, THAT THIS BOUNDARY NO1202890045EDATED4/17/95 AND FOUND ii THESUBJECTPROPERTYAPPEARSTOLIEINZONEA,- SURVEY, - SUBJECT TO THE SURVEYOR'S NOTE AREA WITHIN100 YEAR FLOOD PLAIN. CONTAINED HEREON MEETS THE APPLICABLE THESURVEYORMAKESNOGUARANTEESASTOTHEABOVE INFORMATION. PLEASE CONTACT THE LOCAL "MINIMUM TECHNICAL STANDARDS" SET FORTH F. E.M.A. AGENT FOR VERIFICATION.' BY THE FLORIDA BOARD OF PROFESSIONAL ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY SURVEYORS AND MAPPERS IN CHAPTER VERTICALCONTROLASFURNISHED. 51G17-6, FLORIDA ADMINISTRATIVE CODE BEARINGSSHOWNHEREONAREBASEDONPURSUANTTOCHAPTER472.027. FLORIDA 33 THESOUTHERLYLINEOFLOT87A5STATUTES. 9 BEINGS89'35'18"E PER PLAT. R ( FIELD DATE:) 2-26-04 s REVISED: SCALE: 1" = 30 FEET - - APPROVED BY: sJ AMERICAN SURVEYING & MAPPING r ; ` FOR 057 FINAL 5-19-04 CKB CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 (/ 4 ' THE ASM43JOBNO. FORMBOARD 3-9-04 1030 N. ORLANDO AVENUE, SUITE B - Ivy% .;. FIRMM, WINTER' PARK, FLORIDA DRAWN- BY: PLOT PLAN 11/14/03 SDO 1 32789 (407) 426-7979 GALEN K: BELL PSM A4224 - DATE -i l OF SANF'tJR PET2?,_TTT PPi.3CLONAi?f>ii job A&Ires5: fHi!;teric bdp5trict: Permit Type. Building Electrical P+e.hm&al Plumbing Fire Sprailde_/Al-nrm r'of,i --- rlectriend: Nei Service — of A_M—AMAdd?tic-iVAlte,ation Change of Service Ter ivo r Pcle - - 14ieshanicalt Residential ` Non -Presidential i',epia - n t New (lDuc'& ayout reergy, COP, Realutrc ) Plumbing/ New Commerciai: # of fixtures V of t Water & Sewer Lines of Cry Lines Plumbing/ New Residential: 4 of Vdatet Closets Plumbing Repair— Residential or Cor merctal Occupancy Type: Residential " Comm ercial Industrial Total Square Footage: Construction Fyne: # of Stories: is of Dwelling Units: Flood Zone: (FEMA form r•eettilred Rrr ) Parcel AN: (Attach Proof of Ownership & Legzl Description) Owners ] blame & Address: Phone: Contractor Name & Address: 1 i34 00MIMRCE- STRP1t'Z Sj=. Rif Mate License Number: R UMPhone & Fax: / a LA"UdTARY ,rPi c. > :/l j t',,t f tYT='.h?.i P`L' c __ `Y= f" .a ...i..sJ. Bonding Company: Address: -- - — lortgage Lender: Address: - Architect/ Engineer: Phone: Address: . Fa;; Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has comnicnced prioi to file issuanceofaperimitandthatallworkwillbeperfo„ntdto meet standards of ail laws regulating construction in this jurisdiction. 1 understand that a separate permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: 1 Certify That all of the foregoing iaforrnation is accurate aid That all work t Il one in rrpliance withal] applicable ia.wr. rr;pr,L_ting constructional -idzoning. WARNING TO OWNER.' YOUR FAiLUP.F TG RECORD A NOTICE OF 1vIEN _ENT MAY r, F LT (1! Y0 (n PAYING TNGTWICEFORIMPROVEMENTSTOYOURPROPERTY. LF YOU INTEND TO OBTH AII4 FINAG, CO S -LT WI YO LENDER OR A)\ A TTORNEY BEFORERECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this p „ it, there mny be additional restrictio a 'cable t ' propel, try thaty found in Uic pub c records of this county, and there may be additional „ is required from other governmental enti, s ch as w agement sL cu, to agencies, rn (.dcra'1 agc cies. Acceptance of permit is verification that I will notify the owner of the property o t require nts o and en Law, FS 13. pp pR 12 100d Signature of Owner/Agent Date gnature of Contactor/Agent Date KOBERT G. DELr_RU-S- PrintOwner/Agent's Name ' Print C or . nt's Name APR 1 2 Not' 9 Signature ofNotary -State of Florida Date i_ ture o i\' -n•-State of Flonda 4pY Pjj4 ROBERT V. NEVILLE MY COMMISSION # DD 212879 y. EXPIRES: June 14, 2007 Owner/Agent is _ Personall,\ Known to Me or Contractor/Ac:-.::7 l/ I'ersonaii,Known to t GrPf„f Bonded ThruNotary Public UcKierwrters Produced I Products i APPLICATION APPROVED 13Y: Bldg: Zoning: L;:.::::;. l D; Initial & Date) (Initial & Date) (Initial & Date) (hritial & Dai: a cia! (ondoions; CITY OF SANFORD PERMIT APPLICATION Permit #: C) ( f Date: JobAddress-, d i "T iAA1 I'SPVR- DPt 3 Description of Work: Historic District: Zoning: Value of Work: S Permit Type; Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service To Pole Y 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 Commercial_ Occupancy Type; Residential _Z— Commercial Industrial Total Square Footage Construction Type: # of i#i, of DSI& d lts' lood Zone: (FEMA form required for other than X) i Parcel #; ( Attach Proof of Ownership & Legal Description) Owners Name & Address: 62 2 ! 2 Phone: Contractor Name & Address: .1ko% Qt) 9.) . tAm nso Number, i f yWO Phone & Fax: ai'A o a ers n Bonding Company:. Address. ` Mortgage Lender: Address; _,.........—. _...... _ . Architect/ Engineer: Address 4aI Application is hereby made to obtain a permit to do the work and installations as indicated, I certify that no work or installation has commencod-prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction, I understand that sa e%mte permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and _ AIRCONDITIONERS, eta 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 constructionandzoning, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. 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 thiscounty, and there may be additional permits required from other governmental entities such as water managementdistricts, state agencies, or federal agencies. Acceptance of perm' ' v '' t tion hat I will notify the owner of the property of the requiremen of orida Lien Law, S 713, Signature of Owner/ ent Date Signature of Contractor/Agent Date Print er/Agon4's-Na e Prin o tractor/plgent' N e f S%AL Signature of Nota a e PA IC COUL A Signature of Notary-Stato of Florida Date NOTARYPUBLICSTATEOFCOMMISSIONNO• DD, t ION ExP• I}LY ?P: 6, 20! Owner/ Agent is P¢r"Rii d`in-tom' ofci o'— Produced ID APPLICATION APPROVED BY: Bldg` 2 a Zoning: initial & Date) Special Conditions: ATRIC QULQNRIDAJ:40FFIisON NOto Me or IMISSION E _ — initial & Date) Utilities: FD Initial & Date) (Initial & Date) 4 SL- la. S% f l D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT #aZ[ SUBDIVISION: B.AK.ERS CROSSING ADDRESS3,2b LUSJ,no BUILDING APPLICATION DOTER OF AT TORNEY 2 SETS OF SEALED PLANS V2 PLOT PLANS 13 SETS OF ENERGY CALCS MANUAL 1/ DUCT LAYOUT' ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPE?C CONTRACT Dri V6 66 t Limited Power Of Attorney I hearby name and appoint; Craig Coulton and each agent's of D.R. Horton Inc, To be my lawful attorney in fact to act for me and ply t The Building Dept. of; tu s .6 For a residential permit for work to be performed.at: Lot # ; Subdivision ; , 'sCross i h Address; N 1:7L j And to sign my name and do all things that are necessary to this appointment, Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instru ent was acknowledged before me this; Date; f 03 By; Richard B. Ladd ( Contractor ) Who Is personally kn wn to me, aCOMMISSIONNOTARYMj)(p.ULY State of FI da IDA County of 34 Oran , l r l (a _ ni / . Notary Public SignAre Notary Seal CITY OFSANFO" P.O. Box 2847 SANFbAD, FL 32772 PHONE' P (407) 330-5630 FIB FAX # (407) 328 7367 APPLICATION FOR UTILITY SERVCCI? ACCOUNT(FULL NANM) d-B£-d -i f-Irfil" " NAM]:? Y.n ?'w,. _._...., SERVICE ADDRESS ZIP_ aZa77 .... TURN ON DATE -- SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCECWn-zlr/ A 1- COMMERCIAL SOCIAL + SECURITY## *pp HOME# f\A OWNER OF PROPERTY_ D,r-,-, I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ApD.REIAGREETOFOLLOWALLCITYRULESFORUTILITYSERTOEASS. VICEANDCHARGESINEFFECTATTHETIMEOFDELIVERY. Y WHEN TRANSFERRING -MY DEPOSIT TO ANOTHER SERVICE ADDRESS, 1 MUST PA ALLOUTSTANDINGCHARGES. SIGNED; i VVKI i E BEI-W DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL $ DATE CUSTOMER## LOCATION# LAST BILL READ THIS READ CSR DATE P FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages 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 XXXX LUSITANA WAY CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 87, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120189 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 offlooding) 1201890024 E 4/17h35 4/17/95 A 24.6 B10, Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. FIS Profile FIRM Community Determined E Other (Describe): NEALHILER ENGINEERING, INC. Bl 1. Indicate the elevation datum used for the BFE in B9: E NGVD 1929 NAVD 1988 Other (Describe): B12 Is the building located in a Coastal Barrier Resources System (CBRS) area or 0therwise Protected Area (OPA)? []Yes E No Designafion Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: E Construction Drawings' Building Under Construction" Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Selectthe building diagram most similar to the building forwhich this certificate is being completed - see pages 6 and 7. Ifno diagram accurately represents the building, provide a sketch orphotograph.) C3. Elevations — Zones Al -MO, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, ARIAE, AR/AIA30, AR1AH, ARIAO Complete Items C3; aA below according to the building diagram specified in Item C2. State the datum used. Ifthe 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 Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes E No o a) Top of bottom floor (including basement or enclosure) 29. 0 ft.(m) c o b) Top of next higher floor N/A. ft.(m) o c) Bottom of lowest horizontal structural member (Vzones only) N/A. ft,(m) o 0 o d) Attached garage (top ofslab) N/A. ft,(m) E " o e) Lowest elevation of machinery and/or equipment 6 servicing the building (Describe in a Comments area) N/A. ft,(m) E ro o f) Lowest adjacent (finished) grade (LAG) N/A. ft.(m) z o g) Highest adjacent (finished) grade (HAG) NIA, ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o 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 Con this certificate represents my best efforts to interpret the data available. tj I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUT ST E.1 0 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 12110/03 (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 Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and(orBldg. No.) OR P.O. ROUTEAND BOX NO. Policy Number XXXX LUSITANA WAY CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides ofthis Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL 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. El. Building Diagram Number _(Select the building diagram most similarto the building for which this certificate is being completed - see pages 6 and 7. Ifno 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 _ ft,(m) _in.(cm) above or Wow (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage7), the next higherfloor orelevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform ofmachinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: Ifno 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 owners authorized representative who completes Sections A, B, C (Items C3,h and C3.i only), and E for Zone A (without a FEMA-issued orcommunity - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OROWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS DATE STATE ZIP CODE TELEPHONE Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law orordinance toadminister 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 FEMA4ssued or community4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE 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 TELEPHONE SIGNATURE DATE COMMENTS Check here ifattachments FEMA Form 81-31, January 2003 Replaces all previous editions PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 87, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 87 CONTAINS 5500 SQUARE FEET t THIS STRUCTURE CONTAINS 2190 SQUARE FEET t TOTAL CONCRETE 567 SO, FT. t TOTAL SOD 2743 SO. FT. t M Lv o F- Q pO Q Z 0pWI.f)p0- I— O PREPARED FOR: DR HORTON BUILDING SETBACKS FRONT:. 25' REAR: 20' SIDE: 5' SIDE STREET: 15' weliff-M.; 110.00' I S89'35'18"E N 25.2' E] A/C I n m a w 11 DO > H N O O z I 0 4z J a I s.o' Zn o 00 = ao 0w Q.. ,.. O m G w LO N C 1 " = 30' GRAPHIC SCALE 1 0 15 30 Q Qr3 Q0 Ln U .. F—Qa. r O Nof I F ^ N 1 L' I O J . 1 7 10 I P 1 N90'00':E' N iN89-35'18"W , 26.00 110.00' II LOT 85 1 LOT 86 r1 I 11Z JC) I I O wmZ1- _ OUm 01 ml0 W41VREVIEWED CITYOFSAWE®RD I1. 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 SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. . THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 87 AS BEING S89'35'18"E PER PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: Si JOB NO. ASM43057 DRAWN BY: PLOT PLAN 11/14/03 SOO 1 25. 5• ou Y_:.. 1a Z O Oz i w 00 LEGEND 10 10o nl BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY POL POINT ON LINE RIGHTOFWAYLINEX PCC POINT OF COMPOUND CURVATURE PROPOSED ELEVATION POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD PD PLANNED DEVELOPMENT O CONCRETE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS C.O. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT OF CURVATURE PRMPERMANENTREFERENCEMONUMENTPIDENOTESPOINTOFINTERSECTIONPCPPERMANENTCONTROLPOINTPRCDENOTESPOINTOFREVERSECURVATUREP) PER PLAT PT DENOTES POINT OF TANGENCY M) MEASURED - TYP TYPICAL CALC) CALCULATED A/C - AIR CONDITIONER FND FOUND COW CONCRETE BLOCK WALL C/ W CONCRETE WALK RP RADIUS POINT S/ W SIDEWALK R RADIUS CP CONCRETE PAD CS CONCRETE SLAB PB PLAT BOOK C CHORD LENGTH PGSPAGESR/W RIGHT—OF—WAY 50. FT. SOUARE FEET 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 amm2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 ( 407) 426-7979 FOR THE FIRM LLIAM R. M SCATELL JR. PSM#.4 28 DATE V1SM43V1SM43057. dw2.11/17rMW8:08:15AM MWWI`1 hy T 4CONTRO L Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PTJCHASERS rr:. 1u l AND Aa !R.- LS Name rli, l Address Phone & 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 will result In the cancellation of this Warranty and Justify removal of the Sentrlcon System, Name Address City/ State/ Zip Phone & Email NOTIFICATION STICKER LOCATED: DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will, warrant thestructure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property duringthewarrantyperiod, Apex will, upon notification and inspection, arrange for the necessary repairs and pay the costoflaborandmaterialsnottoexceed $1,000,000, Apex may chemically treat the affected area of the property at no additional costtotheCustomer, THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORT{ CONTEMPLATED HEREIN, AND FURTHER AGREES THATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGORERELATIONSHIPOFTHEPARTIES, Apex Representative Signature Date Customer or Agent Signature4Date Apex PestControlInc,, (Apex) will, In substantial compliance with all federal, state,, nd local laws, rules, and re ulation all applicable recommendationscontainedinliteratureprovidedbyDowElanco; g s, and ' Ilnstnll Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s), 2' monitor those Stationsfortwelvemonthsfromthedatehereof; 3• during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and 4. during those years, Inform the Customer oft a, any new orIncreasedtermiteactivitynotedattheStations b, any addition or. removal of Recruit* of Recruit* termite bait; and c. any observed 'effectof the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extendthisServiceCommitmentfollowingtheoriginaltwelvemonthobligation. The Sentricon Pretreatment Plan may maintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandcondi'ti agreement for tricon thefifthyear, and each year thereafter, rqrteApex mo period) Payableonor to revise ore t eend oftheprevious monitoringons of this fter per year,quarterly paymentamount, not to period. exceedAO% The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to baited free from anyfactorscontributingtoinfestationsuchaswood, trash, lumber, direct wood soil eontae under pier type structure, or as noted In "Special or Additional Comments". maintain the area eliminate faulty>+ t, standing water. , plumbing; leaks; dampness fromdrains; condensation or leaks from the roof oomer lr otso herwise°lntoifoApexofandthearea(s) baited. At no time will damage caused to an Insect infestation, be theresponsibilityofApexInareaswhereanyoftheconditions described In'this ' to, or under', y portion(s) oftheStructure(s), even by an active wood destroying. of Apex to alerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilitysParagraphexist. Failure. ' DISCLAIMER: COMPANY DISCLAIMS ALLOTHERWPiiityunderthis paragraph, INCLUDING STATUTORY WARRANTIES, AND SPECIFICALL NTIESA HEA R EXPRESSOR IMPLIED; MERCHANTABILITY, FITNESS FOR APARTICULARPOSE, OR WARRANTY OF FLIED W FURTHER, COMPANY HAS MADENOAFFIRMATIONOFFACTORPROMISEANTES, 0 SERVICE PROVIDED HEREUNDER THATHASCREATEDORAMOUNTEDWORTOTHEIKEDUCTD. Customer expressly waives andreleasesanyclaimsinanylawsuit, arbitration RELATING TO THE PRODUCT OR . negligence, torts, personal Injury, death, violation of any statute, rule, or regulation,TED TO AN EXPRESS WARRANTY. compensatory, incidental, consequential, exemplary, °n or other legal proceeding vat e, Apex for event shall Apex beIlableforanyamountgreaterthatamountpaidbthelossofuse, diminution of value, economic, P y, punitive, liquidated, treble, or special damages If any kind, and in no, Y Customer to Apexfortheservicetobbperformed, SENSITIVITY/PHYSICAL FACTORSt Customer understands and agrees that (I)It is the responsiblllty of all family members, visitors, , guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatment may have and (2)It Is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any allergy or, sensitivity 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 By specific reference hereto, the Customer understands that the,general terms and conditions are hereby made part of this contract and apply Nvlthout exception. 1. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS., The Customer understands that; All components of the Sentricon *System (Components) are and will remain to property of DowElanco. 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 ns Installed by Apex on the Customer's premises under this agreement. ' 21 On expiration or termination of this Agreement, Apex and DowElanco. 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 Sentricon* System a. Apex wills (I)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationshlp(notet Conventional "liquid barrler" 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 (Partles) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)lf the Customer elects to discontinue the relationship, or If Apex cannot offer an effective dlfferent.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;, (5)retrieve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of it different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the Initial installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termitleide being applied on or close tothelocationofanyStation, or; (3) soil Is removed or added around the foundation, or; (4) any tampering -of baiting equipment or suppliesoccurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex in writing of the events listed above may vold thisAgreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customersexpense, 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 partoftheCustomer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENTMEFAULT, All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located inMerrittIsland, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex maywithoutnotice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue atthehighestrateallowedbylawduringtheperiodofanydelinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred byApex, 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 isheldtobeInvalldorunenforceableforanyreason, the remaining terms and conditions of this Agreement shall remain In full force and. effect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the right torevisetheannualextensionchargeorterminatethisAgreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex is prevented from fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysIntransportation, shortages of fuelJor materials, strlkes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex, Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not beresponsiblefor; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have beenrepairedbyCustomersevidenceofreceipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures fotcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance With and subject to all' th( provlslons of the Uniform Arbitration Act as Iry force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et sea, Th( proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or It: designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wllbefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an lndlvld•ual'basisandnotaclasswidebasis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding, ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties, REFUNDS. Apex at any time on or after 36 (thirty-six) months from the initial date of Installation, terminate this Agreement and brelievedofanyliabilityhereunderIfApexdetermines, In Its sole discretion, that It Is unable to prevent or stop further damage to Propertfromsubterraneantermiteactivity. 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 writing tTheApexCorporateOffice. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the IdentinePropertyforanypurposecontemplatedbythisAgreement, Including but not limited to ro-inspection, whether the Inspection was rcquestebytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from Its effective -date, Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer fee payable to Apex Afterwlthlnth (thirty) days of the transfer of the treated Property, Trademark of DowElanco Brevard Area 508 S Plumosa St. Merritt Island, FL 32952 407.459.2847 800.929.2847 Orlando Area 7006 Stapolnt Ct. #G Winterpark, FL 32792 407.8S$-0540 888.764.2847 Tampa/Sarasota Area 314 Faulkenburg Rd N Tampa, FL 33510 813.221.2847 877-459.2847 CITy 0:' SAN.'OR.D BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT 0 I, 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. 0 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) 0 C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Dopartmont or subdivision plat. d. Cross sections of all wall sections to be used in the structure. Boaring non -bearing Inter and exterior. Show all components of wall soetion. 0 e. Framing plan for floor Joists whore conventionally framed. Plan to Indicate span, size and species of matorials to be used. 0 f. Engineered truss plan with details of bracing. Engineered beams for splicing openings to carry and support trusses. 0 g. Stair details with tread and riser dlmcnslons, stringer size, methods of attachment, placement of handrails and guardrails. 0 h. Square footage table showing footagov Garages/Carports 4a S.F. Porch(s)/Entry(s) S.F.._._..._._a Patios) 11 — S.F. Conditioned structure -S.F. Total (Gross Area) S.F. 0 3. Three (3) sets of completed Florida Energy Code Forms (Form 600,A-97) 0 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 A. Utility letter or approval when public water supply and/or sewer system connection to be mado. b. Septic tank permit to be obtained from Seminole County Health Department Fitt 400 W. Airport B1vd,Sanford, F1(407) 665.3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for dotalls regarding tho arbor ordinanco and permit. 0 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. Footcr 2. Underground, electrical, mechanical and plumbing 3. Foundation elovation survey 4. Slab 5. Lintel- do boazhs - columns- cells 6. Rough electrical 7. hough mechanical 8. Rough plumbing 9. Tub Sot 10. Framing 11. Tenant Separation / flrewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final14. Building final . 15. Other DATL SIGNATURE By Owner or Authorize Agent) ISSUED BY CITY OF SANFORD STATEMENT NUMBER 104-75890 DATE: Y1__'__ BUILDING PERMIT NUMBER: cITY) COUNTY NUMBER: UNIT ADDRESS: __<2«_!old "v^q 'L_.... ... .... ... TRAFFIC ZONE: JURISDICTION: 66. 3EC: _TWP: RNG: PARCEL: TRACTx PLAT BOOK: BOO PAGE: BLOCK: LOT: OWNER ADDRESS: APPLICANT NAME: ADDRESS: LAND USEUSE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 | LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.0O AMOUNT DUE $ 2,285.00 STATEMENT RECEIVED PLEASE PRINT PRINT NAME) L/ NOTE TO RECEIVING SIGNATORY/APPLICANT: F NOTIFy OWNER AND RE TIMELY PAYMENT MAY RE LT IN YOUR LIABILITY FORT ` 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 PAYABLE PRIOR TO' I0SUANCE OF A BUILDING PERMIT. ^ PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST, BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR/ DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY 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 UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICU: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORT|) PARK AVENU| SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, 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******************** FORM 60OA-2001 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: t lk `Z' k Y j l Permitting Office: City, State:c,p N Tz O ..tom I=--l_ Permit Number: Owner: '1), 9 . "Oexot3 `. „ Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1760 ft' c. N/A 7. Glass area & type a. Clear - single pane 271.0 ft' J 13. Heating systems b. Clear - double pane 16.0 ft' a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.50 d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 188.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 1010.0 W _ EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 270.0 ft' _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1886.0 ft' _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.16 Total as -built points: 23852 PASSTotalbasepoints: 24941 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:e DATE: 03. 01z. I hereby certify that this building, as designed, is in compliance with the Flori a Energy Code. OWNER/AGENT: DATE: Review of the plans and TH13 sTspecificationscoveredbythiso = ATA calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for t a compliance with Section 553.908 y QoFloridaStatutes. WIS BUILDING OFFICIAL: DATE:...,.. EnergyGauge® (Version: FLRCSS v3.2) _ " FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPMPoints Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1760.0 26.78 8167.1 Single, Clear E 1.0 9.0 38.0 59.31 0.99 2239.3 Single, Clear E 1.0 8.0 18.0 59.31 0.99 1054.9 Single, Clear E 1.0 14.3 14.0 59.31 1.00 826.9 Single, Clear S 1.0 6.0 23.0 44.66 0.94 969.6 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 11.3 18.0 53.47 1.00 957.9 Single, Clear W 1.0 15.0 16.0 53.47 1.00 852.4 Single, Clear S 10.0 7.8 40.0 44.66 0.53 952.6 Single, Clear W 1.0 13.0 16.0 53.47 1.00 851.9 Double, Clear H 0.0 0.0 16.0 93.50 1.00 1495.9 Single, Clear W 9.0 10.8 40.0 53.47 0.59 1253.4 Single, Clear S 1.0 6.0 16.0 44.66 0.94 674.5 As -Built Total: 287.0 13001.2 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 270.0 0.70 189.0 Concrete, Int Insul, Exterior 3.0 1010.0 1.40 1414.0 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 1603.0 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 6318.5 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 EnergyGaugWFIaRES'2001 FLRCSB v3.2 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: 39250.3 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 39250.3 39250.3 1.000 1.00 1.087 x 1.150 x 0.90) 0.284 1.126 0.284 0.950 0.950 11920.9 11920.9 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPMPoints Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1760.0 6.86 1856.4 Single, Clear E 1.0 9.0 38.0 9.96 1.00 380.2 Single, Clear E 1.0 8.0 1&0 9.96 1.01 180.3 Single, Clear E 1.0 14.3 14.0 9.96 1.00 139.9 Single, Clear S 1.0 6.0 23.0 7.73 1.01 179.3 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 11.3 18.0 10.74 1.00 193.2 Single, Clear W 1.0 15.0 16.0 10.74 1.00 171.8 Single, Clear S 10.0 7.8 40.0 7.73 2.03 626.3 Single, Clear W 1.0 13.0 16.0 10.74 1.00 171.8 Double, Clear H 0.0 0.0 16.0 4.91 1.00 78.5 Single, Clear W 9.0 10.8 40.0 10.74 1.08 462.4 Single, Clear S 1.0 6.0 16.0 7.73 1.01 124.7 As -Built Total: 287.0 3101.9 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 270.0 1.80 486.0 Concrete, Int Insul, Exterior 3.0 1010.0 3.80 3838.0 Exterior 1010.0 2.00 2020.0 Frame, Wood, Adjacent 11.0 270.0 1.80 486.0 Base Total: 1280.0 2606.0 As -Built Total: 1280.0 4324.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 208.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points UnderAttic 1760.0 0.64 1126.4 Under Attic 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 188.0(p) 1.9 357.2 Slab -On -Grade Edge Insulation 0.0 188.0(p 2.50 470.0 Raised 0.0 0.00 0.0 Base Total: 357.2 1 As -Built Total: 188.0 470.0 EnergyGaugeS DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB 0.2 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: 9252.1 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 9252.1 9252.1 1.000 1.00 1.078 x 1.160 x 0.92) 0.402 1.150 0.402 0.950 0.950 4060.2 4060.2 EnergyGauge^" DCA Form 60OA-2001 EnergyGauge®lFlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I 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 1 11921 4060 7871 23852 PASS EnergyGaugeT" DCA Forth 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOREACH PRACTICE CHECK Exterior Windows & Doors 606.1-ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC 1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1 /2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC_1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RA-22 ATHFR PRFSCRIPTIVF MFOSIIRFS Imust he met nr exceeded by all residences-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 (gas) 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 efficient 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 s styem. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeI" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 RIGHT-J LOAD AND EQUIPMENT SUMMARY 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 Project Information For: DR HORTON Notes: Design Information Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 55 Moisture difference 37 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 34257 Btuh Structure 29973 Btuh Ventilation air 0 cfm Ventilation 990 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 34257 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 30344 Btuh Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 1760 1760 Volume (ft3) 14080 14080 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 188 94 Heating Equipment Summary Make TRANE Trade Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1250 Btuh Infiltration 2351 Btuh Total latent equip. load 4751 Btuh Total equipment load 35095 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Efficiency 10.2 EER Heating input Sensible cooling 29050 Btuh Heating output 0 Btuh @ 47°F Latent cooling 12450 Btuh Heating temp rise 0 OF Total cooling 41500 Btuh Actual heating fan 0 cfm Actual cooling fan 1383 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.046 cfm/Btuh Space thermostat Load sensible heat ratio 87 p : 1Wd*a11c values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. VVnCjhtSraft Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-01 10:21:37 AM E:\FUes\DR HORTON 2002\1749\1749.rsr Page 1 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.00 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (W) 1760 ft' c. N/A 7. Glass area & type a. Clear - single pane 271.0 ft' _ 13. Heating systems b. Clear - double pane 16.0 ftz _ a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.50 d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 188.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 1010.0 ft' _ EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 270.0 ft' _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1886.0 ft' _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft RB-Attic radiant barrier, b. N/A 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 C9de compliant features. Builder Signature: A U Date: J Address of New Home- &DO 1 1 C4 ki) V' y City/FL Zip: cJ`e! I 1 L NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf. edu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) 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 load 1.1 x 188 cfm x 32 °F Winter TD 6621 Btuh 3. Winter infiltration HTM 6621 Btuh / 325 ft2 Total window 20.4 Btuh/ftz and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 14080 W x 0.0167 = 94 cfm 2. Summer infiltration load 1.1 x 94 cfm x 18 °F Summer TD = 1862 Btuh 3. Summer infiltration HTM 1862 Btuh / 325 ft2 Total window = 5.7 Btuh/ft' and door area Procedure C - Latent Infiltration Gain 0.68 x 37 gr/lb moist.diff. x 94 cfm = 2351 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 29973 Btuh Sum of ventilation and structure loads - 30963 Btuh Rating and temperature swing multiplier x load 0.98 Equipment sizing - sensible = 30344 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 37 gr/lb moist.diff. = 1250 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 2351 Btuh Equipment sizing load - latent = 4751 Btuh Construction Quality is: a No. of Fireplaces is: 0 BoWtalk values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wr jg h'tSC) t Right -Suite Residential- 5.0.64 RSR26016 2002-Mat-01 10:21:37 E:1FHeslDR HORTON 20OZI749\1749.rsr page 1 RIGHT,J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 104-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: /tn Ea. 1 Name of room Entire House LIV/DIN LDY BTH2 2 Length of exposed wail 188.0 ft 58.0 ft 6.0 ft 5.0 ft 3 Room dimensions 19.0 x 24.0 ft 7.0 x 9.0 ft 6.0 x 9.0 ft 4 Ceiings Condit. Option 8.0 ft heaUrool d 8.0 ft heat/cool 8.0 fti heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg, ft) Htg I Cig fl') Htg I Clg OF) Htg I Cig OF) Htg Cig 5 Gross a 14B 4.6 2.1 1290 344 0 0 Exposed b 13C 3.2 1.2 288 120 48 40 walls and c 0.0 0.0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0.0 0.01 0 0 0 0 6 Windows and a 1C 37.0 173 6394 93 3437 0 0 0 0 glass doors b 8C 37.0 80 2957 0 0 0 0 0 0 Heating c 1C 37.0 0 0 0 0 0 0 0 0 d 9C 38.7 18 697 0 0 0 0 0 0 e 7L 20.8 16 333 0 0 0 0 0 0 7 Windows and North 20.4 4 82 0- 0 0 0 0 0 glass doors NE/NW 42.5 169 7188 23 1435 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0- 0 SE/SW 56.9 98 5572 70 4246 0 0 0 a'•• 0 South 0.0 0 0 0 0 0 0 0- 0 Horz 142 16 2275 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 18 265 179 0 0 0 18 265 179 0 0 0 b 11A 18.9 12.7 20 378 255 20 378 255 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.6 2.1 999 4603 2057 231 1064 476 0 0 0 0 0 0 exposed b 13C 3.2 1.2 270 851 316 120 378 140 30 95 35 40 126 47 walls and c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1886 3172 4163 572 970 1273 63 107 140 54 92 120 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 188 4873 0 58 1503 0 6 156 0 5 130 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 121 Infiltration a 1 20.4 5.7 325 6621 18621 113 2302 647 18 367 103 01 0 0 13 Subtotal loss=6+8..+11+12 31143 10033 989 347 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Dud loss IOQA 3114 10 1003 109/ 99 10 9A 35 15 Total loss = 13+14 34257 11036 a„ 1087 382 16 Int. gains: People 300 5 1500 1 300 0 0 0 0 Appl 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8. +12+16 a•`• 27248 8773 1057 167 Less external cooling a'•' 0 0 aa,. 0 0 Less transfer 0 0 0 0 18 Dud gain IOQA 2725 100A 877 10 106 10 17 19 Total RSH gain=(17+18)•PLF 1.00 29973 1.00 9650 1.00 1163 1.00 184 20 Air required (dm) 0 1383 01 445 1 01 54 1 01 8 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C wtt'YgFlt54'fl' RigtttSulte Residential^' 5.0.64 RSR26016 2002-Mar-01 10:21:37 E:\FU.\DR HORTON 2002\1749\1749.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 103-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Plane: (407) 831-2665 rowrvuw j: tin ta. 1 Name of room BR3 BR2 MBTH MBR 2 Length of exposed wall 23.0 ft 11.0 ft 25.0 ft 27.0 ft 3 Room dimensions 11.0 x 13.0 ft 14.0 x 13.0 ft 11.0 x 15.0 ft 18.0 x 13.0 ft 4 Ceiings Condit. Option 8.0 ft heat/coot 8.0 1`11 heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg, W) Htg I Clg f?) Htg Clg ft2) Htg I Gig ft') Htg Clg 5 Gross a 14B 4.6 2.1 104 88 200 290 Exposed b 13C 3.2 1.2 80 0 0 0 walls and c 0.0 0.0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 16 591 16 591 0 0 32 1183 glass doors b 8C 37.0 0 0 0 0 0 0 40 1478 Heating c 1C 37.0 0 0 0 0 0 0 0 0 d 9C 38.7 0 0 0 0 18 697 0 0 a 7L 20.8 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 2 41 2 41 0 0 0 0 glass doors NE/NW 42.5 0 0 0 0 18 709 72 2837 Cooling ENV 0.0 0 0 0 0 0 0 0`"' 0 SE/SW 56.9 14 663 14 663 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 1 142 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 88 406 181 72 332 148 182 839 375 218 1005 449 exposed b 13C 3.2 1.2 80 252 94 0 0 0 0 0 0 0 0 0 walls and c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 143 243 318 182 309 405 165 280 367 234 397 521 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 23 596 0 11 285 0 25 648 0 27 700 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 20.41 5.7 16 326 921 16 326 92 18 367 103 72 1467 413 13 Subtotal loss=6+8..+11+12 2414 1843 2830 6229 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10° 241 10 184 10 283 10 623 15 Total loss =13+14 2655 2027 3113 6852 16 Int. gains: People @ 300 0 0 0 0 0 0 2 600 Appl. Q 1200 0 0 0 0 0 0 0 0 17 Subtat RSH gain=7+8..+12+16 1389 1349 1554 4819 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10 139 100/ 135 101 155 10° 482 19 Total RSH gain 17+18)"PLF 1.00 1528 1.00 1484 1.00 1710 1.00 5301 20 Air required (cfm) 0 71 0 68 0 79 0 245 Printout Certified by ACCA to meet all requirements of Manual J 7th Ed. Ea. Wr'1Q "7tSOft RightSutte Residential- 5.0.64 RSR26016 2002-Mar-01 10:21:37AC'\ E:\Files\DR HORTON 2002\1749\1749.rsr Page 2 RIGHT-J WORKSHEET 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 MANUAL J: 7th Ed. 1 Name of room FAM KIT 2 Length of exposed wall 0.0 ft 33.0 it 3 Room dimensions 13.0 x 17.0 ft 12.0 x 21.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/coot TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg Clg. W) Htg Gg ft') Htg Cig Htg Gg Htg Clg 5 Gross a 14B 4.6 2.1 0 264 Exposed b 13C 3.2 1.2 0 0 walls and c 0.0 0.0 0 0 partitions d 0.0 0.0 0 0 e 0.0 0.0 0 0 www f 0.0 0,010 0 6 Windows and a 1C 37.0 0 0 16 591 glass doors b 8C 37.0 0 0 40 1478 Heating c 1C 37.0 0 0 0 0 e 7L 20.8 16 333 0 0 f 0.0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 glass doors NERJW 42.5 0 0 56 2206 Cooling E/W 0.0 0 0 0 0 SE/SW 56.9 0 0 0 0 South 0.0 0 0 0 0 Horz 142 16 2275 0 0 8 Other doors a 10D 14.7 1 9 0 0 0 0 0 0 b 11A 18.9 1t 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 148 4.6 2.1 0 0 0 208 958 428 exposed b 13C 3.2 1.2 0 0 0 0 0 0 walls and c 0.0 0.0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 221 348 456 252 427 561 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 33 855 0 Note: room b 0.0 0.0 0 0 0 0 0 0 rmeier c 0.0 0.0 0 0 0 0 0 0 displ. d 0.0 0.0 0 0 0 0 0 0 for slab 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 20.41 5.7 16 326 921 56 1141 321 13 Subtotal loss=6+8..+11+12 1006 5452 Less external heating 0 0 Less transfer ww•w 0 w.. aww 0 waaw w... w.ww 14 Duct loss 10 101 10 OA 545 OA'••• 15 Total loss = 13+14 1107 5997 16 Int. gains: People Q 300 2 600 0 0 Appl. aQ 1200 0 0 1 1200 17 Subtot RSH gain=7+8..+12+16 3423 4717 Less external coding 0 0 Less transfer 0 0 18 Dud gain 10 342 10 472 19 Total RSH gain=(17+18)'PLF 1.00 w•« 3766 1,00 5188 20 Air required (cfm) ww« 01 174 01 2391 1«'• Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wf 7CJh CSoft Right -Suite Residential- 5.0.64 RSR26016 2W2-Mar-01 10:21:37 E:%FAes1DR HORTON 20021174MI749.rsr Page 3 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job. 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 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 VV I(jhtSC:)ft RightSuRe Residen6al- 5.0.64 RSR26016 2002-Mar-01 10:21:37 E:\Files\DR HORTON 2002\1749\1749.rsr Page 1 3' both d ct to roof capf' J4IX lDx6 Lcd . bo 1242 i.cd 5 250 12' 0 x4 .cd ILi X 30 1444 rag 4' 1 6 10x6 I.Cd 60 L S1y 0 12.12 t.cd 4- 1040 rag V• 4' II14x8.Cd dryer rerc 7' 414165x1ragg240todILLL co a 8' 2 x0 1 n 6' nz 14x8 1.ctl r3 215 0) 4' 1 3' bah okct to roof cap ion NC 8' scale V8'-1'0' vnD t^ 1843 peen 42X42 A/C SLAB 35 to,i .i5k. e240v tph BY BLDR MIN 14x . 2' FROM WALL215plotfornby ego- l rkAmrl dearance of 4 kx the air handler per the State Rating c) J I N 00 L V a S y m N O 0 rALU o N d' Q' O o r F m w > z O z H m H Q J O O Q w m IL —jNOD a i Jv ENGINEERING BUILDER PROJECT MODEL\BUILDING REVISION DATE: PACKAGE D 2• I-I-or nn NomP Various 5 I ,- NEW LOAD # Ooi to isg8-TSB 0 CARPENTER CONTRACTORS OF AMERICA. INC9c3900AVENUEG. N.W. L% WINTER HAVEN. FLORIDA 33880 941) 294-6449 A V 11J 1 V ul'.91 of L' 1 V tr11 V L' Z'911 V (.r ENGINEERS • LAND SURVEYORS 0 PLANNERS PERMITTING • DRAFTING 112 COLEMAN ROAD WINTER HAVEN. FLORIDA 33880 813)288-1048 March 7, 1996 To Whom It May Concern, This letter is intended to address the issue of deflection inrooftrusses. As an unavoidable fact of physics, roof trusses are allowed to deflect up to a specified amount, while still meeting deflection criteria requirements. Although many factors contribute to the amount of deflection in a specific truss design, difference in deflection amounts of trusses adjoining different designs (for instance, multi- ply girders) poses an aesthetic problem in the ceiling plane, where the single ply trusses deflect more than the multi -ply girder. A procedure that may minimize the noticeable difference in appearance would be the installation of 1/2" thick x 16" high APA CDX, or 2"x6" (min.) No. 2 S.P., strongbacks staggered throughout the area of concern, prior to applying any dead load. These strongbacks will tie the trusses together and provide a more uniform deflection in the area of transition. The strongback bracing material is in addition to any permanentbuildingbracingspecifiedbythebuildingdesignerand/or truss manufacturer, and will not adversely affect the performance of the roof trusses in any way. If you have any questions, please feel free to contact Bob Michael s at Carpenter Contractors of America, Inc. (941) 294- 6449. Sincerely, NORRIS ENGINEERING Q R. • 11p i i David R. Norris, P.E., Fla.. #32186 December 12, 2002 Carpenter Contractors of America, Inc. 3900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Existing CCA Truss Designs and the Florida Building Code Existing CCA truss designs that meet the wind loading requirements of the Standard Building Code for: 100 mph fastest -mile wind speed Residential construction Enclosed building do meet the wind loading requirements of the Florida Building Code for: 120 mph 3-second gust wind speed Residential construction Enclosed building Exposure B If you have any questions or if I can be of further assistance, please call me. Sincerely, R P. , No. 2-2839 12-1 -02 9 . STA'iE OF Walter P. Finn PE Senior Chief Engineer f.''•lOR1... 4 `S ONAI. `c • WA43 ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive - Haines City, FL 33844 • (863)422-8685 - (800)755-6001 E # ALPINE s4 ; ENGINEERED 1950 Marley Drive • Haines City, Florida 33844 • (941) 422-8685 October 25, 1996 Mr. Jim Nick Carpenter Contractors 3 900 Avenue G, N.W. Winter Haven, FL 33880-6201 Dear Jim: This is to confirm our conversation earlier today that a 2x4 utility grade Spruce -Pine -Fir may be used in lieu of a lx4 #3 Hem -Fir, for continuous lateral bracing. If we can be of further assistance or if you have any questions, please give me a call. Sincerely, ALPINE ENGINEERED PRODUCTS, INC. WalUP ' ter P. Finn, P.E. Senior Chief Engineer NO i r s a T S V y — 8x1;Ga M the ends ctf r r5 1#E'}FUt3 :#itilrTt A't +lYich dXe;to TOP p iay+glta t,t tal x = xd :.. _ The df egotra Tti ` ktACe 4 'he "dt he d vo °one eIC6 of Wt?' mer b.r_ RI tERA[1p tf t q'RCiC'FUIRK LY .,SWN D, r , ,.:; Ifi lr.na _ HP'ilpp'.:3I"F:(=irQ .8 /clpaic s i37'gvtr ugR s s a PIiSIS Q 111L LNQINLEIt wg u9gg latsiat: ofaocboaage latccal kacmfor gis j = ::_ ,. .- ---=' e+riAA't` •SSA: ARCff`I1 P,.T. - _ s 9:rrbao *-Web ea t r plant . sa pq7 R an 7x CLB *,ell 39. al botfi's0. u114is 1$9na16 fi hapd'+Q 2-16d common WIL T{ a[ iS: SSSSORSY FSTYLE ADJACENT TRUSSES ITEft'' '&x si r, tcfi 1 fi llilliip C + tyfa :y.4+41QPtag l l ls o/a}tiA- bc ia9 r f: ASU1 1.fKa g ntlnu aittt4ta o14w1! 4++ na1i , ay _ at a/dan wah _ gaait naal twyfi < l 31Pt i. — CGIiGg: - .. ...:_• Ad 1a9opat R[ AG aay'tsax a t*!_at v", o ti'g. tSt+f z%3 5 r c4 tA ay .3 twap i, 1 ad#p r _ u. 1'at ral6tcaaa s,,-31t j tr sofas`/sa Q Thisisarecommendationonly. Permanent alg accomplish structural elements andanchoragetoaccomlish13:7 A s l Fat the transfer of -the loads to other shuctinal d #e _ @ building toachieve total structural integrity is the s U - responsibility ofthebuildingdesignerperFierialegCode. I JOB: *xCLGxx NOTE:' SEE APPROPRIATE ALPINE DRAWING FOR L UTHEFI DATA NOT SHOWN HERE. R, PLATES x GABLE STUDS. ATTACH TO TOP CHORD AND BOTTOM CHORD WITH 2X4 ALPINE PLATES OR 24 WOODLOC PLATES. SEE CHART FOR SPACING OF GABLE STUDS. (+-1-) xx 2X4 SO. PINE #3 GABLE STUDS. ATTACH TO TOP CHORD, DIAGONAL WEBS, AND BOTTOM CHORD WITH 2X4 ALPINE PLATES OR 24 WOODLOC PLATES. ALL Xx GABLE STUDS REQUIRE "T" BRACING. "T" BRACING MUST BE TOENAILED TO GABLE STUD WITH 100 NAILS AT 4" O.C. PLUS A CLUStER OF 160 TOENkIIS AT THE TOP AND BOTTOM CHORD. SEE DETAIL FOR NAILING. SEE CHART FOR STUD BRACING AND SPACING OF VERTICALS. PLATE AS REODUIREO ON APPROIATE ALPINE DRAWING. PLYWOOD SHEATHING TRUSS HAS BEEN DESIGNED FOR 110 MPH WIND SPEED. ENCLOSED BUILDING.. _ 30.0' MAXIMUM MEAN HEIGHT. STANDARD BUILDING CODE. SIDE 2X4 Alpine, or 24 Woodloc. VIEW or 3X6 Trulox TYPICAL (++) ALTERNATE LOADING: TC LL 20.0 PSF TC OL 20.0 PSF C OL jo.0 PSFBTOT.LO 50.0 PSF OUR. FAC. 1.25 SPACING 24.0" VARIES TRULOX NAILS: 0.1205"X1.375" TRULOX NAILS OR EQUAL. (4)- GABLE STUD SPACING NAILS PER MEMBER ARE REQUIRED ON EACH FACE OF EACH PLY. SEE DRWG. 142 FOR TRULOX INFORMATION. zgwo.C. MAX. SEE ABOVE SPAN REGUIITED OF GABLE STUD MUST BE ATTACHED TO TOP AND BOT CHORDS ONLY) GABLE STUD SPACING MAXIMUM LENGTH = 2X4 SO. PINE #3 24" O.C. 3'-11' 2X4 SO. PINE #3 16" O.C. 4'-5" 2X4 SO. sac=a=zc.scc=aanaaaaxsncacaaacamca=cxaaa=saa=acx=auccc=axaac PINE #3 12" O.C. 4'-10' _ STUD MUST BE ATTACHED TO CHORDS AND DIAGONAL) _ T" BRACE REQUIRED SPACING MAXIMUM LENGTH = 2X4 SO. PINE 3 24" O.C. 5'11" _ 2X4 SO. PINE 3 16" O.C. 7'3" 2X4 SO. PINE 3 12" O.C. 8'-0" 2X6 SO. PINE 2N 24" D.C. 10'-3" 2X6 SO. PINE 02N 16" O.C. 11'-B" 2X6 cacx:=acaa=nxas=cases==a=aacacaaca=cx=c=sacs=ca.=—xxaacs=sss SO. PINE 2N 12" O.C. 12 ` 10" _ CEILING O.H. lx3 A1 JP 1L TE OR 13 WOODLOC PLATES MAY BE USED FOR * STUDS 3'0" PLT_. TYPE ALPIP - FURNISH A COPY OF THIS OESIGN TO ERECTIC ALf' E W. ENE;IEFEPEO TVSHRICT5, INC. TE1u54.S IECUIOE EXIM- E. COX E= I= r---3 O 0 1= N-XIMPORTANT*X SHALL HOT of REGK**10LE FCR ANYWARNING IN HA117LING. EKCTIO14 Ala pAALPIN OEVI. AT30M FPON THESE SKCIFICAIIGNS Oa ANY DEVIATION FMN IHIACIIAS.Yr: H1B_43JORUCTNG NNDOO TH{165ER p= l THIS MGIG7 OR ANY FAILEAE 10 GUILDTIE THE166 IN COAFORAANCE CMENIARY ANO WCON ENOAT1PE6-aTPll. SEE 17aWITH TIE ' DUALITY 6TANDAnD DST06' OY TP1. ALPINE CONH:CYORS T145 DESIGN FOR ADOt110NAL SPECIAL K MA- C1p ANE IWAKACUPIEO FFVN 2D GAUGE GALVANIZES STEEL WCEUTr HENT WAGING 1EOUNIFIENTS. UCE60 ONEDIKFMI k MOKHEE71H6OEOUVENFNIFOFAGINA446GRADEA. SHM TOP la4Ka SHALL OE LATERALLYAPKY COICEC10116 TO00THFACESATEACHJ011NANaLOCATEASWIINPRPEFLYAT7ACNE0FLTWowS1EAIN111G.TJENOW. SEARING N10T116 ARE 4' MKINAL U4EGS OTHERWISE WOM. 001TON 000 WITH RISIO CEILING OR GRACING aO OESIGH67AHWPUSCOWOMWITHAPPLICABLEPADVIST096OFAGSPECIFIED014OE61G1. W NOT use THIS AIa$ ANI ATPI (PC1). DESIGN WITH FIRE FETARONT A7MMID LOW. LL-J l-- 3 CD O CMw--1P1 - il11198 PLATE I If II III7E lag - 11A UN AL OERIC+N sm. CtFiCAflp1 FOR WOOD CON4TntKriOH4) 16D NOTE: TRUSS ERECTOR IS RESPONSIBLE OENAILS FOR PERMANENT WEB BRACING. WHEN BRACING IS REQUIRED, FURNISH A COPY OF THIS DRAWING TO TRUSS ERECTOR. NOTE: GABLE HAS BEEN DESIGNED TO SPECIAI. TRANSFER ALL HORIZONTAL WIND LOAD IN GABLE TO THE FLOOR & ROOF SHEATHING DIA- END PHRAMS. CONNECTIONS & DESIGN OF THESE TRUSS SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 4) 16D TOENAILS 4) ' 16D TOENAILS ti* m DECO 4 20Walter P. Finn, P. E. No. 22839 2x4 'IT" ,., 2x6 'IT" BOTTOM BRACE VIEW (1-&) GABLE STUD 16D 1( 4) ENAILS REV. WLB10- 6- 94 TOY OR BOTTOM REV. CLR 12-8-93 CHOOR CHORD GABLE REV. CLG10/10/85 TRUSS REV. CLG 9/15/ 89 REV. CLR 5-3-96 REV. CLG 8/29/89 SCALE = 0.3750 DESIGN GLUT TPI REF STUDDED TC LL 30.0 PSF DATE 08/07/89 DRWG 876,719 TC DL 15.0 PSFFIC-ENG CLG BC DL 10.0 PSFO/A LEN. VARIES TOT. LD. 55.0 PSFDUR.FAC. 1.33 PITCH VARIES SPACING SEE ABOVE ITYPE COMMON pow r 10I1: HnTT01-1 F11.I.FI1 MIIAM TRUSS LOADING ** 30 PSF LIVE LOAD TOP CHORD 15 PSF DCAn LOAD TOP CHORD 10 PSF- DEAD LOAD OOTTOM C11011055PSFTOTALLOAD131.33 DURATION 30 PSF LIVE LOAD TOP CIIOIIO 7 PSF DEAD LOAD TOP CI10110 10 PSF DEAD LOAD BOTTOM CHORD 47 PSF TOTAL, LOAD P 1.33 DURATION ALTERNATE LOADING: Kz, TC LL 20.0 PSF TC OL 20.0 PSF SC OL -ID-01 pSE: TOT,LO _5jO_PSF R& r. 1.25 NG 24.0 FILLER RECOMMENDED REPAIR PROCEDURE I. mrASURr DISTANCE FOR NEW LENGTH OF FILLER. IR2 2. APPLY NEW 2X4 SPF STUD GRADE OR BETTER VERTICAL SCAB TO BOTTOM d1ORD AND FILLER WITH (3)-16d NAILS EACH END OF VERTICAL. 3. PEAL BACK THE PLATE OFF THE TOP OF EACH VERTICAL IN THE UNNEEDEO LENGTH OF FILLER. 4, CAREFULLY OENO BACK THE PLATE OVER TIIE WIDE FACE OF THE BOTTOM CHORD FOR CLEARANCE OF NEW CEILING. 5, CUT UNHEEDED LENGTH OF FILLER OFF AT EDGE OF VERTICAL•SCAR. R1 NOTE: BOTTOM CHORD FILLER MAY BE COMPLETELY REMOVED BEING CAREFUL TO FOLLOW PROCEDURE #3 ABOVE. R2 NOTE: GUN NAILS MUST BE 0.131" IN DIAMETER AND 3" IN LENGTII. FIELD APPLIED FILLER. REFER TO DRAWING A115/R FOR AOOITIONAL FILLER DETAILS. R4 R2 2X4 SPF STUD GRADE OR BETTER VERTICAL SCAB. ATTACH TO BOTTOM CHORD AND FILLER WITH (3)-160 GUN NAILS IN EACH. (") If 4jam cHoao f i1 LENGTH TO CUT OFF FILLER. rXISTING FILLER + L -••--• TRUSS SPAN . OVCn 2 SUpPOnTS rm DESIGN TO ERECTItiN rnNTRArlon pLi TYP. ALPINe TPT 95 RW) FUnN7S1-1 A COPY OF 711IS gt •ilit t1tl 111[txso I11•g1t1 s, ire. 1xUiiti Igt1111nC a/in(x! cult WARNING Ix twlntllio, tMcrlal naptopo00kxT14POnTANTitHilx/t Ipl ec gltsroiitleti on ugfenulf ngt lilt, itC It1/-el 11g IMt. Sit Itoll OEli1G1 p p J O t= asv tgf ltwl fwlx plli wSiu1 •,1 I.Kit sPiciflCi11015. Iluit III col/0xx/11tc •Ilx 11ilit ev IMI fWl {WIIIMxt ePtClgt /KNNftE111OGt= O O O f{ItWt to Hullo 11[ 1i I•It[ Gpf [CIW+1 !t xa(1t W 7e4a 41t V. ilift t[tlh4 ttttl c: ftll4 pWP[if[1+f ), 1dat si OUtI,•lit 11OIU IEO, 1tA Ongctd 01 wMapeGO O L'7 u• w t tICErl {S 141to. un,,f C&'4C1o1+i 1[ eau. f{Ct 0/ 4,a10 txyt et LNtn{ttf ligtftri{C11t0 KgvU01l N[tli+irtt, UOItAM GWO 04G O O 17 - Al I- C= IaKS g1A U•Citl •ltaxvlit t•C{iCU Ott blli Irliltt, loi111019cllda-f• ntilui {I{mUcls ifI"I "Ito—t t11{tlltn 11It 1/1 CIN 111fi •• sit t l 1 3 1- 1VjN 1''1 Q c cu•aclals r1x fY•a+11Li1i• tpv0•.1 Y{g•pf IGaf t hWYlilulll w IQt t 1.1. g11 CI,tIIc (n•t itgg. VI Iw% 1•'awu I., lit IQ I,ti co•••oIICIII w.1•Ittt0 1.($. ii1P+C ItC+•11Cgt V•Uilt If/1/vtl gulf I,V to ow.Att J-4.IcAff f4/Y1191 a (W•I N Illls f.x11111 nWalterQjtVaS. F111i)I P.E. 1 Tins T g'—I 1•,/l l "It [It I.I 1111 ll,nl lit w$ 1111/.x •gv. IK%Ifii to 11.9 Ilnlil 11N cf ll•t No. 22839CI 1 1 I 1 1 1 l.—..I I=.1 lei l=1 111 1.1 v. glll 1 1 Ilch MI1g Ilr,ll11+1(• IIM.i li+,! IIaIIIIxU INsIUI:J,'1al l("lJpvIl/Yg •fxp I:bf.pwY.l11.1 4- 24 U6 ttei• 3l3FVVVq R3 AP ar< 2-/14 /174- R2 REV. WLB 3/25/93 R1 REV. WLB 3/11/93 . K4- 96d a-R-4tV1113 DESIGN CRI_T:TPI REF BC . F ILER . R TC LL No PSF DATE 04/17/90 TC DL 6114 PSF OnWG 1104, 132_ DC OL go PSF'I-IC-ENG OAL TOT A.D. ago PSF nun,FhC. --' SPACING 24.0- TYI"Ili PAGE_ 43 HAILS: 0.131'X1.375" SCOTCH NAILS OR EOUAL. CIRCLED NUMBERS SHOW NAILS REOUIREO ON EACH FACE OF EACH MEMBER. SEE DRAWING 142 FOR TRULOX INFORMATION. it 2X4 SO. PINE 12 N FILLER TOP CHORD. 2X4 SO. PINE 13 VERTICAL WEBS SPACED 48.0" O.C. MAXIMUM. CALL ALPINE FOR PITCHES OVER 8/12. P CALL ALPINE FOR HEIGHT GREATER THAN 610". EXTENDED TOP CHORD DETAIL 6-0-0 TYP. 12 PLATE SIZE E TYPE + AS PER ENGINEERED DRAWING ALTERNATE LOAOING: TC LL 20.0 PSF TC OL 20.0 PSF BC OL 10.0 PSF; TOT.LO 50.0 PSF: OUR. FAC. 1.25 SPACING 24.0" PLT. TYP 12 PINE TPI-95 FURNISH A COPY 1= t= p C= O C= C= p C= p p p C= C= O p C= p p p p 1= p ALPINE t p p TRUSS p o CD p p f=1 CI o A1f801 4N1"If#1a PROO.Cls' INC. IMPORTANT** slats Nos at atsPaHilnt foe ANY otllallo0 FROM INIs OtSSCH So 1011E SfcClflcaltONS. a oxf FAILvag 10 suits INC isuit IN CoufOUNRKI at1N SIIII If in ALPINt 01"class All M." es RICK mv. SIM ax[IINC Asia Alis aR A txctrf As NO11o. "I'Ll CONN1CIool IS 1ACH fact of fault A.ID QKSIN SIN[ANlit LK-10 Ox MIS "SIM P9/111014 Cov.10445 PIK OIWINtf Ill. IS$ S. Is/a•f. e111CN It AN0al0e cs*fota x,APPLICatt IRSVISS0.0 of NOS I vi. AN tW611NE S StAL ON THIS OKNNIIIG APPtltt IS INC COWO.01 KPIC190 NCI( IN oKT. me &NMI Not of little WON IN NOS OfN14 .1. 1 1 I Ie0l1 fs Al! YRSll llllf. NOI 1011 RIfl I0N1Y Of IItN PIGGYBACK PLATE •• OR 3XG TRULOX ALL PLATES ARE TO BE CENTERED ON JOINTS UHLLSS UIfILNu/:)L INDICATED. REFER TO DRUGS. 1301 160, 1 160A-F FOR TYPICAL PLATE LOCATION DETAILS. 2X4 13 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING 211" ON CENTERS MAXIMUM SPACING. ATTACH TO EACH TOP CHORD WITH (2)I60 NAILS. BRACING MATERIAL TO BE SUPPLIED RHO ATTACHED AT BOTH ENOS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 2 X 8.25 PIGGYBACK SPECIAL PLATE. ATTACH WOODLOC PORTION OF THE PLATE TO PIGGYBACK. ATTACH TO SUPPORTING TRUSS WITH (4)-.0131" X 1.375" SCOTCH NAILS OR EOUAL. I FFSET FILLER• DETAIL 2X4 ALPINE OR TYPICAL 24 NOOpOOLOC 3X6 TftiOLOX f•. TYP PLATE TYPE SIZE 05 PER EIIGIIIEEP.EO ORANING G-e-e IGGYBACK PLATE t• .• OR 3X6 TRULOX 4 TYP. 6-0-0 4 + 1 12 THIS DESIGN TO ERECTION CONTRACTOR inusoli stWlal CxlalllC Cast DESIGN CRIT: TPI TARN I NG IN mallNc. coccttoN exa TC LL 30. OPSFeIACINC. ill xis-S1 of TPI. SEC Mis atilcm ris ADallfol.lK s ctlal Piff"101. RKacIRt a[ TC OL 7 OR 15 PSFOulafRxls. UNLESS 011[Wfst INa1tA1t0. 111 CNORD SIaaL et LAIENALLT .#Acts KITH Paefn BC OL 10 - OPSF 11 al TIICIRe rtvuu O IWAINIaC. SKIM CROWD SIM NOPLatf 111110t0 SICIO C1It INC •• 1t[ xyyy, 0 4 i TOT LD 47 OR 55 PSF ALPINE TICMICAL IIIDAfc ( loll, FOt /#oPta OKfiNll MPl ICAIION. fv#NI1N a C011 of 1N16 DNA Walter P. Fit(u1, P.E. 1.33 MICK TO IM TRUSS CIMM'-'-ACT-- ND.22839 DR-FIRIC. ACING 24 . 0„ fICAtfolt fell xOOO Caaslo'KAlaN R1 Ap V-r-v 24ZIIa14- NOT TO SCALE REF TC-FILLER DATE 07/30/92 DRUG 884,080 HC-EHG CLR O/A LEH. PITCH «/12 TYPE DETAIL A - EDGE DISTANCE RHO PERPENDICULAR TO GRAIN SPACING (7 DIAMETERS). B - ENO DISTANCE AND PARALLEL TO GRAIN SPACING (15 DIAMETERS). C - DISTANCE ROWS ARE TO BE STAGGERED (7-1/2 OIAMETERS). BEARING BLOCK TO BE SAME SPECIES, SIZE AND GRADE AS CHORD. , B 8 B NGTH OF BLOCK AS SPECIFIED ENGINEERED URKWING. 12" MINIMUM - 24" MAXIMUM) R R R A WARN I N GIRNssts aov"" c IN NANOLINS. ER @RACING. SEE 1110-SI BY T11. SEE FOR A001TIONAL I ECIAL KAAANENI n.,, O01REnENy0. UNLESS OTNEANItt INI CNONO Stott It LATERALLY ORACEO LY ATTACl/EO .LY0000 SHEATHING. I Walter UITA /ROPERtY ATTACHED RISIO CE ALPINE TECHNICAL UPOATE (7/1/S1 TNo ORYNALL APPLICATION. {URNISN O fur, wr "w OESICN to INE TRuss ENECIION CONTRACTOR. MAXIMUM NUMBER OF ROWS OF NAILS CHORD SIZE TYPE 2X4 2X6 2X8 2X 1NAIL 80 BOX 3 5 8 10 13 100 BOX 2 5 7 9 11 120 BOX 2 5 7 9 11 ISO BOX 2 4 6 8 10 280 BOX 2 1, 4 5 7 9 80 COMMON 2 1 4 6 9 11 100 COMMON 2 1 4 5 7 9 120 COMMON 2 1 4 5 7 9 ISO COMMON 2 1 3 5 7 8 280 COMMON 1 3 4 5 7 0.12OX2.5" GUN 3 5 7 10 12 0.131X2.5" GUN 2 4 6 9 11 0.120X3.0" GUN 3 5 7 10 12 0.131X3.0" GUN 2 4 6 9 11 MINIMUM NAIL SPACING DISTANCES DISTANCES NAIL TYPE A B C 80 BOX 13/16" 1-3/4" 7/8" 180 BOX 15/16" 1-15/16" 1" 120 BOX 15/16" 1-15/16" 1" 160 BOX 1" 2-1/16" 1-1/16" 200 BOX I-1/1G" 2-1/4" 1-1/8" 8D COMMON 15/16" 2" 1" 100 COMMON 1-1/16" 2-1/4" 1-1/8" 120 COMMON 1-1/I6" 2-1/4" I-1/8" 16D COMMON 1-3/16" 2-7/16" 1-1/4" 200 COMMON 1-3/8" 2-7/8" 1-7/16" 8.120X2.5" GUN 7/8" 1-13/16" 15/16" 0.131X2.5" GUN 15/16" 2" 1" 8.12OX3.0" GUN 7/8" 1-13/16" 15/16" A IIIX3.0" GUN 15/16" 2" 1" 3) JG BLOCK - NAIL SPACING DETAIL im, P.E. 139 WING 8139 DATE:12/27/93 PAGE 30 19650-5H4 1749A OR B - C2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 4X4= 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. U-UPLIFT CONNECTION REQUIRED AT BEARING THIS GABLE END WILL SUPPORT UP TO 1'D" OVERHANG ALONG THE TOP CHORD. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: FOR VERTICALS LESS THAN 4'0': 1.5X3 ALPINE, 13 WOODLOC. FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE, 23 WOODLOC. 2X4 (Al) = 2X4 (Al) = 100 9-10-0 I 9-10-0 I 19-8-0 Over Continuous Support W-19-8-0 U-120 PLF Note: All Plates Are 2X4 Except As Shown. PLT TYP. Alpine TPI-95 R Design Criteria: TPI BRACING. REFER 1O11B 9l SES U IRE EIIIIENE CARE 10 (HANOI LNG INSTALLING B AND BRACING). HANDLING, INSTALLING D ING),PUBLISHED EO BYTPI (TRUSS PLATE Q. INSII TUTS, 563 O'ONOFIO DR., SUITf 200, MADISON, W1 53719). FOR SAFETY PRACTICES PRIOR TO PIRFORMING I" I SE FUNCIIUNS. UNLESS OII1tRWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATf ACHED QQ STRUCTURAL PANEIS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** fURKISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. AI.PIRE ENGINEERED R TR LPIN E` PRODUCTS, INC. SNAIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO tlU1I0THEIRUSSESIN CONFORMANCE WITH IPI; 09 FABRICATING, HANDLING, SNIPPING, INSTALLATION OR HRACING OF IRUSSES. IIIIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND fPl. ALPINE CONNECTORS ARE MADE Of TOGA ASIN A653 GN31 GAtf. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 10 U J EACH FACE Of TRUSS. AND UNLESS OTHERWISE IOCAIEU ON THIS DESIGN, POSITION'. CONNECTORS PER GNAWINGS I. 10, 150 AND I60 A t. AN INGINIIN'S SIAI ON III IS INIA101116 APPI Ifs ON1Y III (Ili III51GN IIII INIL lil l'1+I(It 01111 ANTI CIfAI1 NHI III III #(II HPIIN 19 ANY 01111N WAY. 8-0- 0 l!J 18.1b8 FL 1 E - Scale -.25" Ft. TC LL 20.0 PSF REF R081--76782 TC DL 7.0 PSF DATE 05/21/97 BC OL 10.0 PSF DRW HCUSR081 97141154 BC LL 0.0 PSF HC-ENG FLA/WPF DEC a 4 TOT.LD. 37.0 PSI SEON - 3878 Walter P. Finn, P.B. D U R. F A C . 1.25 FROM P F H No. 22839 W--- - - --- - AC(K. .94.ON 1yo5u-5114 1/49A,6 - C1 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X4 (A2) 1-0-0 R=786 U-500 W=8" 9-10-0 W04 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) St1DMIlILU BY IR(INb MT-K. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL — 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 1) am 0-0-12 19-8-0 Over 2 Supports J PLT TYP. Wave TPI-95 Design Criteria: TPI(STO WARN ING•' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, MANGLING. SHIPPING, INSTALLING AND BRACING. AEf ER TU M11, 91 (HANDLING 1NSTALLING AND BRACING), PUBIISM10 BY TPI (TRUSS PIATE INSTITUTE, SB3 O'ONOFR IO 00.., SUITE 200. MADISON, YI 111111. FOR SAFETY PRACTICES PRIOR TO PERERF GAMING THESE FUNCIl0MS. UNIESS OTUERWISE I110. TE0, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL NAYS A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF IN15 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FDA ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONfORMANCE WilliTPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANDALPINEBRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIE ICATION PUBLISHED BY THE AMERICAN FOREST AND PAP€R. ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 206A ASTM A653 G240 GAt V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TOEACHFACEOfIUSS, ANO neeNIESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERDRANII96S160A1. THE SEAL ON IN IS DRAWING INOICAIES ACCEPTANCE Of PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc.IDCRESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS I IB ngi cr, F1. 13uct COMPONENI FOR ANY PARTICULAR BUIIOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1 1995 SECTION Z. 18. 1b8 OTY:1 lia 4 = Walter P. Finn, P.E. No. 22839 Ck 0- 3-8 8-0-0 R- 700 U-410 W=6" FL/ 1/-/-/E/-/- TC LL 20.0 PSF TC OL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DIIR. FAC. 1.25 SPACING 24.0" 0 Scale =. 375"7Ft. REF R081--68304 DATE 03/22/00 DRW HCIISR061 00062240 HC- ENG JWC/WPF SEON - 15329 FROM RG 19650-5H4 1749A OR B - B1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. U-UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO SHIM ALL SUPPORTS TO SOLID BEARING. SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT,LOAD. ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 4X4 = FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: FOR VERTICALS LESS THAN 4'0': 1.5X3 ALPINE, 13 WOODLOC. FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE, 23 WOODLOC. 5 4 X 4 5X5s 2X4 (Al) 5 3M *12-7-0 4X4= 4X4- 4X4 (A2) = 4X4= 4X4= 4X4= 8-0-0 1 0-0 19-4.0 l 19-10-0 8-10-0 ot-21) 19-7-0 9-1-0 28-3-0 Over 3 Supports 775 W-8" U-450 Note: All Plates Are 2X4 Except As Shown. R-919 W-8" U-740 W-9.0-10 U-120 PLF PLT TYP. Al lne TPI-95 R Design Criteria: TPI 18.1b8 FL 1 E - Scale -.25" Ft. Q Q 1'-'l Q " MANNING-• IRUSSfS REOUIRE EC1NLMf CANE IN FABRICATION, HANOI. ING. SHIPPING, INSTAII ING AND / L_J BNACING. NLftIT 10 110-91 (IIANIIIING INSIAI.LING AND BRACING), PUBLISHED Of IV[ (TRUSS PLATE T 1. L L 2 0. 0 P S F R E F R 0 8 1-- 7 6 7 80 O1 RSIIIUTE ,. 5U7 B'ON01'10 Oft- SOI It 200, MAGI SON, MI 53119). FOR SAFETY PRACTICES PRIOR TO Pf0.iORNfMG THESE FUNCIIONS. UNLESS OTHERWISE INUICATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED 1 T C DL 7.0 PSF DATE 0 5 / 2 1 / 9 7 Q Q STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY Of IBIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSROBI 97141153 ALPINE PRODUCTS, INC. ESAIN CONFORMANCE BE ANSPONSIHIE FOR ANY DEVIATION ANON THIS DESIGN; ANY FAILURE TO B C L L 0.0 PSF N C - E N G F L A / W P FtlU110THETRUSSESUSSESINCOMEORNANL'E NI{B TPI; OR FABRICATING, AlING, HANDLING. ING, SNIPPING, INST AI CATION OR 0 7fNI:yRACINGOF !BUSSES. THIS DESIGN CONFORMS WITH APPLICAOtf PROVISIONS Of NOS (NATIONAL. DESIGN 2M SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT. L D . 37.0 PSF SE Q N 3872 T T T S ( CONNECTORS ARE MADE Of 20GA ASTM A653 GR37 GAtV. STEEL. FLCEPT AS NOTED. APPLY CONNECTORS TO Walter P. Finn, P.E. U J EACH FACE Of IROSS, AND UNLESS OIIIfRNISE IOCAlfO ON THIS DESIGN, POSITION CONNECTORS PER No. 22839 D U R . FA C . l 2 5 FROM P F 1-1 N 1 IMI, 1,0 ANTI 1611 A f, AN IBF,I NIIN", `A AT ITN 11115 IIXANINFi M'Ni fl'+ tIN1Y IN III Itl ]IGN `)T A. 1 NC. tI' OIfTININit•, ul I•li. tlU ItI NI ANII '.."All BUT Tit NII ILO UPON IN ANY HINTS NAY. 19650-5H4 1749A OR B - A2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T1 2x4 SP #2 N: BOT CHORD 2x4 SP #2 N :83, B4 2x4 SP #1 Dense: WEBS 2x4 SP #3 :W6 2x4 SP #2 N: PREDICTED HORIZONTAL MOVEMENT IS 0.31" DUE TO LIVE LOAD AND 0.23" DUE TO DEAD LOAD AT ONE SUPPORT. 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, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 6X6= 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL — 5.0 PSF, WIND BC OL — 5.0 PSF. U—UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A) IX4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Sd 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. • 4X8(A2)= 5x5— 4x12— 2X4111 HS412- 4X10(F1) iEz 1-0-0 1 0-0 19-10_-0 , 19-10-0 I L 20-1-0 T 19-7-0 iF 39-8-0 Over 2 Supports R-1526 W-8" U-940 R-1526 W-8" U-940 PLT TYP. Al ine Hi h Strength TPI-95 R Design Criteria: TPI 18.1b8 FL 1 O lJ O 0 ALING, REFER R TO HILL 91 USSES IR( N (HANDLING IX TALLIN AND BRACING) NPIUBLISHEDIBYI let INSTALLING ( IRISS PLATE TC LL INSTITUTE. 583 O'OM0f10 OR., SUITE 200. MABESON. MI 63719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHE RNISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED TC D L L_J SIRUCTURAt PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT •• FURNISH A COPY OF THISBCDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED lo— U C D L o ALPINE ' PRODUCTS, INC. SMALL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO I TiffOFITRUjS(S' N CONFORMANCETHISDESIGNITH TPI; Oil I'APRICATING, TION 04 4 B C L L Z!TRU S S CONFORMS Willi APPIICABIEffPROVISIONSHOf 1105 (NATIONAL DESIGN SPECIf ICATIOM PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTN A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. AND UNLESS OIHERNISE IOCAffD ON THIS DESIGN, POSITION CONNECTORS PER fN1ANINFrS lit), 150 ANTI lG0 A T. AN fNlilN)IR'S SIAI ON fBIS ONAYiNli AYI'ttfS OMIT IO I111 I11S)GN 1'ILNH lit Of ANTI 'diMl Hill ill XII if If 111•ItM IN ANY UIHIN MAT, Walter P. Finn, P.E. No. 22839 TOT . L D . D ll R . F A C I N(f E/-/- Scale—.125"/Ft. 20. 0 7. 0 10. 0 0. 0 37. 0 PSF PSF PSF PSF PSFI REF R081--76773 DATE 05/21/97 DRW HCUSRO81 97141156 HC- ENG FLA/WPF SEON 3826 1. 25 1 FROM PFH 24. 0H 1yb5U-hH4 1/49A OR B - Al THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T1 2x4 SP #2 N: BOT CHORD 2x4 SP #2 N :83. B4 2x4 SP #1 Dense: WEBS 2x4 SP #3 :W6 2x4 SP #2 N: PREDICTED HORIZONTAL MOVEMENT IS 0.31' DUE TO LIVE LOAD AND 0.23' DUE TO DEAD LOAD AT ONE SUPPORT. 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, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. SEE DRAWING A115/R AND/OR 884,080 FOR FILLER DETAIL. 6X6= 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL — 5.0 PSF, WIND BC DL — 5.0 PSF. U—UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A) 1X4 #3 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. ' 5X50 5X5s A) T1 4X40 5 8X10= 5 2X4= A W6 B 2.5 8HS412= 5X5= 4X12= 2X4M4X8A22X4'a 2X40I 4X10(F1)=— 1-0-01-0-0 19-10-0 19-10-0 L 23-0-0 16-8-0 r4 39-8-0 Over 2 Supports — R-1526 Wa8" U-940 8-0-0 R-1526 W-8' U-940 Al PLT TYP. Al ine Hi h Strength TPI-95 R Design Criteria: TPI 18.1b8 FL - 1 E Scale —.125" Ft. O O WARNINGONGAND BRACING. yMEIERRTO HIB 911fS1 (HANDL41 RING INEMESIALLIANDBRACING). PUBLISHED BY E IN I'ABRICATION, HANDLING. I PI I ( TRUSSIPLATE fNS/ITUTE, 583 O'ONOf TO ... SUITE 700, MADISON. MI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING IIIESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SIIAII. HAVE PROPtRIT ATTACHED TC LL TC DL 20. 0 7. 0 PSF. PSF REF R081- -76772 DATE 0 5 2 1 / 9 7 Q Z!TRU ALPINE S S Q O STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1IMPORTANT^ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONIRACTOA. AIPIME ENGINEERED PROOUCIIf I"`. SHALL CO BE RESPONSIBLE fOR ANY DEVIATION FROM THIS DESIGN; ANY FAIIURE 10 UU ILO THE fNUus IS IN CONfORNAN[E YfTt! IPi; OR fABR IL'ATING, t1ANOl LNG, SHIPPING. PPING. INSI Ai TRITON OR BRACING Of IRUSSIS. IMIS DESIGN CONFORMS WIIII APPI ICABIE PROVISIONS Of NHS (NAIIONAI DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN fOR(S1 AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 10GA ASIM A653 6937 GALV. STEEL, EXCEPT AS NOIEO. APPLY CONNECTORS TO fACH FACE Of TRUSS, AND UNLESS OINfRYISE IOCAI1n ON THIS DESIGN, POSITION CITNNfC1aRS PIR wry, G '* .CLRA3 waiter P. Fim, P.E. No. 22839 BC DL B C L L TOT. L D. 10.0 O. 0 37. 0 PSF P S F PSF DRW Hcusaosl 91141146 N C - E RG F L A/ W P F S E 0 N - 3823 D U R . F A C . FROM MG_ IINANINy6 I'll, Wl AND 1GH IA1AN a1+1111W4 ct At ON 11114 11NANIII4 APPI It. ON11 lot fill III ZItIN 11f IHt INUSS in Plr.II:U Ht Rf ANU SIIAII N01 D{ N(L if it UPON IN ANY UIHIN MAT. 1 Ai j IIJlACLNll 1..25 mO(L 19650-5H4 1749A OR B - A3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T3, T4 2x4 SP #1 Dense: BOT CHORD 2x4 SP #1 Dense :B1 2x4 SP #2 N: WEBS 2x4 SP #3 PREDICTED HORIZONTAL MOVEMENT IS 0.38" DUE TO LIVE LOAD AND 0.29" DUE TO DEAD LOAD AT ONE SUPPORT. DEFLECTIONCRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. 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, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. SEE DRAWING A115/R AND/OR 884,080 FOR FILLER DETAIL. 6X6- 3X6o 2X4IM 5X5ft 5X14% 5' 5 2. 5 8H8 6X12= 4 X 8 (A2) = 4X8u 2X4 M 1- 0-0 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. U- UPLIFT CONNECTION REQUIRED AT BEARING PREDICTED VERTICAL DEFLECTION IS 0.62" DUE TO LIVE LOAD AND 0.52' DUE TO DEAD LOAD AT X - 14-07-00. A) 1X4 #3 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. 2. 5 ` 2X4= HSS12- zi 8- 0-0 4X1O( F1) 1- 0-0 1%• 19- 10-0 31_Q 19010-0 { 14- 7-0 -1-5-3-0 T 19-10-0 39- 8-0 Over 2 Supports R- 1526 W-8" U-940 R-1526 W-8" U-940 m PLT TYP. Al ine,Hi h Stren th TPI-95 R Design Criteria: TPI 18,_1b8 0 Q Q 0 WARNING*' TRUSSES REOUIRE EXTREME CARE IK FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO 111 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 2 0. 0 P S F Q Q INSTITUTE. SB3 O'ONOFIO DR.. SUITE 200, MADISON. W1 53719). FOR SAFETY PRACTICES PRIOR TO PERFOAMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C OL 7. 0 P S F Q Q STRUCTURAL PANEIS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS OfSIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f04 BC D L 10. 0 P S F LO OZTR 1 I 1 I l III----) I PRODUCTS, INC. SHALL NOT DE RESPONSIHIE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAII.DRL TO THE TRUSSES IN CONFORMANCE Y1111 TPI; OR FABRICATING. HANOI ING, SHIPPING, INSTALLATION OR DESIGN SPECIf ICAIIONIIAC 1.UPUBLISHEDTBYSTHE S AMERICAN FOREST AND PAPERBASSOCIATION)SOf NOS AND TP1.( M ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR31 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCAIIO ON THIS DESIGN, POSITION CONMECTORS PER IIRANIN&S 110 ISO ANTI 160 A t. AN INF,INLIR'S MAI ON MI5 ORAWIll API'l ItS UNIT IU lilt 11151G# UI Illt INII 141'1'fill 111NI ANTI'4AII IHII Ili Pit 1111 OhIN IN ANI IIIHIN WAY, yy B7110 2W3WaiterP. Fimi, P.E. No. 22839 BC L L TOT. TOT . LD . 0. 0 37. 0 P S F P S F D U R . F A C . 1 . 2 5_ II,L (, I C. ],I . l /\ I11r10IIA3 DS Scale a. 125"/Ft. REF R081-- 76774 DATE 05/ 21/97 D R W HCUSR081 97141148 HC-ENG FLA/WPF SEQN - 3835 FROM MG 19650-5114 1749A OR B - A5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense 110 MPH WINO, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #1 Dense ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. U—UPLIFT CONNECTION REQUIRED AT BEARING PREDICTED HORIZONTAL MOVEMENT IS 0.42- DUE TO LIVE LOAD PREDICTED VERTICAL DEFLECTION IS 0.61" DUE TO LIVE LOAD AND 0.31" DUE TO DEAD LOAD AT ONE SUPPORT. AND 0.51" DUE TO DEAD LOAD AT X — 19-10-00. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SEE DRAWING A115/R AND/OR 884,080 FOR FILLER DETAIL. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 6X6® AG 4X4,0 5X510 5X5* 5 2X4U1 5 4X4- MX -- r H.5 HS412 - 2.5 ` 2X 3X12(F1) a=4Ma HS412= 4X10(F1) 1-0-0 1 0-0 10-11-0 28-9-0 19-10- 19-10-0 - tE 39-8-0 Over 2 Supports- 'I R-1526 Wa8' U-940 PLT TYP. Alaine.Hi a o u 0 O O o ALPINE o TRUSS R-1526 Wa8" U-940 h_Strength TPI-95\R Design Criteria: TPI MANNING`• TRUSSES REQUIRE EEIREM( CARE IN TANA ICAI i ON,. HAND[ ING, SNIPPING, INSTAI.I ING AND BRACING. NtttR 10 HIB 91 (NANI/I ING INSIAII ING AMU BRACING), POUI.ISU1'D BY TPI (IROSS PLAlt INSTITUTE, SB3 D'OMOF IO OR., SU IIf: 200, MADISON, NI 63119). FOR SAFETY PRACTICES PRIOR 10 PERT OIIM LNG I SE FONCfIOY S. ONk ESS OTItERYISE INDICATED, TOP CHORD SHAtt. HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SNALI 001 RE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BOUT) IRE INUSS15 IN CONIORMANCE Milli IPI: OR tABRICAIING, IIANOI. ING, SHIPPING, INSIAt1AI10N OR INKING OF IRUSSLS, IIIIS Ot SIGN CONFORMS YIIH APPLICAOLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIFICATION PUBtISHEO BT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COIINECTORS ARE MADE Of 20GA ASTH A653 GR31 GALT. STffL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF IRUSS, 1*111, UNIFSS 01N[RMI SF IOCAF.O ON THIS "EST 6N, '0" "01 CONNECION5 PIN III AVIR4% 11Q. 1W ANTI 11.0 A 1. AR 1NbINIIN'S 1.1AI NN IBIS ONAM1114 AM 1114 ONII fit fill IIIW411 Ill fill INII NI I'll IIN HINT ANTI ',"AliNOf 111 Oil Iill 111'ON IN ANY NII11N MAY. 8-0-0 to 18.1b8 FL 1 E Scale 6.125" Ft. io 4 2W3 Walter P. Fim, P.E. No.22839 TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC Ll- 0.0 PSF TOT AD . 37.0 PSF REF R081--76776 DATE 05/21/97 DRW HCUSR081 97141157 HC-ENG FLA/WPF SEON - 3848 DIIR . FAC . 1.25 S'PAC I NG ?4.1111 FROM PFH 19650-5114 1749A,B - A6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. I TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #1 Dense :82, B4 2x4 SP #2 N: WEBS 2x4 SP #3 :W7 2x6 SP #2 N: DEFLECTION CRITERIA IS L1360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING, 5X5= 4X8 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TIC OL = 5.0 PSF, WIND BC DL — 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 4X4= o 29-4-4 —1 19-10-0 19-10-0 19-10-0 9-2-12 10-7-4 JLQ39-8-0 Over 3 Supports R-1107 W=8' U-550 R-1661 W=7' U-670 R=284 W—B" U-210 PLT TYP. Alpine TPI-95 R Design Criteria: TPI-95 STD 18.2c4 Fk_ 1 - E - Scale=.1875" Ft. Q Q Q Q "YARNING•* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SUIPPING, INSTALLING AND BRACING, REFER TO 1118-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TIC L L 20. 0 P S F R E F R 0 8 1 - 2 4 6 7 9 O QINSTITUTE, 583 D'OMOfiO 09„ SUITE L00, MADISON. WE 53119). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUTIC D L 7. 0 P S F DATE 1 0 / 1 5 / 9 7NC110NS. UNLESSOTHERWISEINDICATEO, TOP CHORD SMALL HAVE PROPERLY AIIACHEO /E OSIRUC)URAL PANELS. BOTTOM CHORD SIIAtt HAVE A PROPERLY ATTACHED RIGID CIE It ING. t- 1 Bl. DL 1O. O PSF DRW NCUSRo81 97288110 INPORIANI" fUNNISN A COPY Of 1111S RESIGN TO I11€ INSIAIIAT10N CONTRACTOR. ALPINE ENGINEEREDOZ_ TRUO PR°UOCIS, `"`. $HALL NotCON OR ANCE RSIMLE f8R ANY UEVIAII, HANOM T1115 UILSIGN: ANY FAILURE f0 BC L L 0. 0 PSF HC-ENG VB/WMR tlULO111EIRUsINCONFORMANCEYIIU1P1; OR fABN If AT1 NG, NANDI.ING, SHIPPING, IMG, INSTALLATION UR Be Of TRUS StS. IRIS OE SIGNL'ONtORMSWITH APPLICABLE PROVISIONS OF NITS (NATIONAL OESIGN I1C[Y fy 4 7pYy SPLCIFICAIIONPUtl1ISHEDBTTHEAMERICANfORESTANDPAPERASSOCIATION) AND IP1. ALPINE V T0T . L D . 37.0 PSF SEQN 4151 C C CONNfCA, I MADE Of YOGA " AG SS 'I GAIY. 51Ef11 EXCEPT AS NOIEU. APPLY COMNEClmRS to Walter P. Fim P.E. DIIR F A C . 1 .2 5 FROM T S BL.J AI tAL:" IArt Oi IMIhS, AMH IiMI tSS UI HE NY I :1 II1r A1111 UN TIIIS 11i :f(iN. PO;II IIIN fuNNf- loll: PIN Y I I I I f I HMAWl1,", I+H; I'm AND I'm A 1 All 11101111N : ',I At .10 1111, 410ANIIIM AYI'I11 nI411 IO 1Ill 1.1 1I,IT No. 22839 11 IHI INUSS 1+11'Il lilt HE 91 ANU SHAII 1101 91 "11111101'UR IN ANY UIRRR YAL. S11Ai. I N(1 24. 0 19650-5H4 1749A OR B - A7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A) 1X4 #3 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. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 5X5I-= 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WINO TC DL - 5.0 PSF, WINO BC DL - 5.0 PSF. U-UPLIFT CONNECTION REQUIRED AT BEARING 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, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS @ 4" O.C. THIS GABLE END WILL SUPPORT UP TO 1'D" OVERHANG ALONG THE TOP CHORD. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS,BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO SUPPORT 2'0- TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: FOR VERTICALS LESS TITAN 4'0': 1.5X3 ALPINE, 13 WOODLOC. FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE, 23 WOODLOC. 8-0-0 3X6(Al) = -_ 3X6(A1) = 10 0 1-0-0 l_ 19-10-0 I 19-10-0 I F 39-8-0: Over Continuous Support W-39-8-0 U-120 PLF Note: All Plates Are 2X4 Except As Shown. PLT TYP. Alpine TPI-95 R Design Criteria: TPI Q O INSTALLING O BR CRNG. PETERUSSESTONIN 91REQ(RNDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSSPIA E Q INSTITUTE. 563 O'ONOF10 DR., SUllt 200. MADISON. NI 53119). FOR SAFETY °RACTICES PRIOR 10 P( IT ORMING IIit SIFUNCIIDNS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERTY ATTACHED Q STRUCIURAt PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILIVG. IMPORTANT " FURNI SII ACOPYOF THIS OE$16" TQ T"E INSTALLATION CONTRACTOR, ALPINE ENGINEERED PCYS, '"`. SHALL NOT BE RESPONS IDLEf0" ANY DEVIATION FROM THIS OtSIGN; ANY FAILURE TO LPIE NU LIDF"ETRUSSES INCONEORMANCE WITH TPI: OR fABRICAIING, HANDLING, SHIPPING, INSTALLATION ORtlRACING TRU Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 105 (NATIONAL DESIGN SS SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of ZOGA ASTM A661 GR37 GALV. STEEL, EECEPT AS ROTEO. APPLY CONNECTORS TO EACH FACE Of TRUSS. AND UNLESS OTHERWISE tOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1 1 IH( AWINGS Iin. ISO ANH lIiO A 1 AN 111611111 R'S SI AT UN THIS IINANING AIII ITS ONIV TO I11t HI 5IliN NI 114I INU.:. fit l H It It Oil NE AND _NAII Hill III NJ it it UPNN ,N ANY tifu it WAY Al FL 1 E Scale 125" Ft. TC LL TC DL BC DL BC LL TOT. LD. 20. 0 7. 0 10. 0 0. 0 37. 0 PSF PSF PSF PSF PSFI REF R081-- 76778 DATE 05/21/ 97 DRW HCUSR081 97141151 HC-ENG FLA/ WPF SEON - 3855 DUR. FAC. 1. 25 1 FROM PFH b8 Walter P. Finn, P.E. No. 22830 IIAC N(, 24. 011 19650-5H4 1749A OR B - A8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N GOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. O Q I1-0-0 Over Continuous Support W-11-0-0 U-120 PLF 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TIC OL - 5.0 PSF, WINO BC OL - 5.0 PSF. U-UPLIFT CONNECTION REQUIRED AT BEARING THIS GABLE END WILL SUPPORT UP TO 1'0' OVERHANG ALONG THE TOP CHORD. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO SUPPORT 2'0` TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: FOR VERTICALS LESS THAN 4'0': 1.5X3 ALPINE, 13 WOODLOC. FOR VERTICALS GREATER THAN 4'0': 2X4 ALPINE, 23 WOODLOC. Nate: All Plates Are 2X4 Except As Shown. PLT TYP. Alpine TPI-95 R Design Criteria: TPI Q 0 O MANNING " TRUSSES REOUIRE EXTREME CARE IN FABRICATION, NANOLING. SNIPPING, INSTA(I ING AND BRACING. RtftR TO 410 91 (MARCH ING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PIATL Q IYS11(UTf, Stl3 O'0110f10 OR., SUITE 200, MADISON. YI 53119), FOR SAFETY PRACTICES PRIOR 10 PI RfORMING 101 Sf IONCIIONS. UNLESS 011119MISE INDICAIIiO, TOP CHORD SIIAI.I HAVk PROPERLY AIIACIIkO 11-1J O SIRUCIUNAt PAN(LS, UOIIOM CHORD SHAtt HAVE A PROPf.RIV ATTACHED 91610 CEILING. INPOR TANI•• FURNISH A COPY Of TUTS UFSIGN 10 )Ht INSTALLATION CONINACI9R. AIPINE ENGINEfNEO o PN000C'IS. INC. SMALL NOT BE RESPONSIBLE fOR ANY DEVIATION fROM THIS DESIGN: ANY FAII.URE TOALPINEBUILDTHETRUSSESINCONfORMANCEWITHTPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OilBRACIN6OfTRUSSES. THIS OESIGR CONFORMS WITH APPLICABLE PROVISIONS Of IEOS (NATIONAL DESIGNZ!T SPfCIfICAT ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND (Pl. ALPINE RU S S CONNECTORS ARE MADE OF 20GA ASTM A653 GR31 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTNERRISE LOCATED ON THIS DESIGN, POSITION :ONIIECTORS PER KANINGS lftl, 150 AND 160 A F. AN INGINIEN'S SIAL ON [HIS DRAWING, APPIIt.S ONLY 10 flit IIESIGN IIII IHU % HII I11111 IONt ARP HAll NIrt III NII IIII IIPHN IN ANT 011tlN HAT. 8-0-0 18.1b8 FL 1 TIC LL TC DL BC DL 1>ECUa BC LL _ TOT.LD. Walter P. Finn, P.E. No.22839 D U R. F AC. S'PAC1NG AW D( E Scale —.375" Ft. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSFJ REF R081--76779 DATE 05/21/97 DRW HcusRo8i 97141152 HC-ENG FLA WPF SEON - 3861 1.25 1 FROM PFH 24.011 19650-5H4 1749A OR B - 02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N HOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L1360 LIVE AND L/240 TOTAL LOAD. THIS GABLE END WILL SUPPORT UP TO 8' OVERHANG ALONG THE TOP CHORD. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO SUPPORT 2'0' TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 0-4-3 4X4= 5 2X41 2X41U-- 1 5 2X411 2X4 M MIN 2X4 (Al) 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. U-UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: FOR VERTICALS LESS THAN 4'0': 1.5X3 ALPINE, 13 WOODLOC. FOR VERTICALS GREATER THAN 4'0': 2X4 ALPINE, 23 WOODLOC. 2X4 (Al) Ij-O-gI 1_ 5-2-0 I 5-2-0 I 10-4-0 Over 2 Supports R=440 W=12' U-300 0 1 7 0 R-330 PLF W=1-4-0 U-300 PLT TYP. Alpine TPI-95 R Design Criteria: TPI 18.1b8 FL 1 E I MAR ANDBRACINGN6yitEFERRToHIB91UIREHANDLINGINSTALIAIMGANDBRACTNG)',N PUBLIS EDI BYI TPI NG, 1 (TRUSSI PNSTALLNLATE TICLL 20.0 PSF O Q IDSTITUTE, 583 O'ONOFIO OR., SUITE 700. MADISON, WI 63719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED TIC D L7. 0 P S F Q STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 10. 0 P S F o ALPINE TRS S r 1 o PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 8UII0 TBE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALIATION OR BRACING OF IRUSSES. 'HIS DESIGN CONE URNS WITHAPPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED 81 THE AMERICAN FOREST AM0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 206A ASTM A653 GR37 GAIN. STEEL, (%CfPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE IOCATEO ON THIS DESIGN, POSITION CONNECTORS PfR IINAWINGS 130, 150 AND 1160 A 1. AN MART to, S 'I AT 04 11115 DRAWING APP' ITS ART 1 IOI III SIGN I11 Till IM ' I:T1111111 I1tNt AND IIAII NO1 111 M111111 ON IN Alf[ 01111N MAY; k Jry} Q 4' iWl Waiter P. Finn, P.E. No. 22839 BC L L T D T . L D . 0.0 P S F 3 7 0 P S F D U R . F A C . 1 .25 r FFTT I'A(, (N(I ! . TI N Scale—.375"/ Ft. REF R081-- 76785 DATE 05/ 21/97 D R W HCUSR081 97141147 HC-ENG FLA/WPF SEQN - 3884 FROM PFH 19650-5H4 1749A OR B - 01 3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CIIORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L1360 LIVE AND L/240 TOTAL LOAD. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 4X4= 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. U—UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0-11Ij-0-al L— 5-2-0 1_ 5-2-0 I IF 10-4-0 Over 2 Supports R- 442 W-4" U-300 PLT TYP. Alpine TP R- 438 W=3" U-300 95\ R Desiqn Criteria: TPI WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACING. REFER TO HIS 9I (HANOI. ING INSTALLING AND BRACING). PUBLISHED 8, TPI (TRUSS PLATE INSTITUTE, 583 O'OMOTTO OR., SUITE 700. MADISON. YI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE., 101 CHORD SHALL li-1E PRUPERIY AITACBEO SIRUCTURAL PANELS, BOTTOM CfI0N0 SIIAf. I. HAVE A PROPERLY ATTACHED RIGID CEILING. I MPOHTANI" FURNISH A COPY 01 I1115 UESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SNAIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BU110 IME TRUSSES IN CONFORMANCE YI TN IPi; OR FABRICATING, HANDLING. SNIPPING, INSIALt ATION 09 BRACING OF TRUSSES. IN IS DE 51GNCONEORNS WITH APPLICABLE PROVISIONS Of NOS (NATIONAI. DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPi. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. AND UNLESS WHIMS[ LOCATED ON THIS DESIGN, POSITION CONNECTORS PER IINAWINGS 110, 150 AND 160 A 1.. AN 1*6INIIN'a SIAI ON INLS THIAMIN& APfl ltS ONLY 10 Illf In SIGN of IIH INN'.': III I'll fill Hf0T AND ':HAII NHI RI NJ IIp 111'H4 IN ANY HINfN WA1 12- 7-0 18. 1b8 FL 1 E - TC LL 20.0 PSF TC DL 7.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF DEC 0 G TOT AD. 37 .0 PSF Walter P. Finn, P.E. No. 22839 Dl1R_FAC__ 1.25 S1) AC l NC, MOM DI Pm Scale=. 375"/Ft. REF R081--76783 DATE 05/21/97 D R W HCUSR081 97141155 HC- ENG FLA/WPF SEON - 3881 FROM PFH A A A A A Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 mlemasters.xls PAt3E DESCRIPTION DRAWING #!REPORT # SERIES INDEX MASTER FILE NUMBER 1 1 INSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 1000 . 2- JINSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING FIN WINDOW IFLEX0028 11000 3 INDEX . 4 INDEX!--,- 6 JINSTALLATION DETAIL W/#8 SCREWS HORZ SLIDING FINWINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 liNsTAuAmN DETAIL Wfwtit S HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBERS .:; - liNsTALLATIoNDETAL SGL. HUNG FLANGE WINDOWS JFLEXM9 IFLEX0020 JFLEX0016 11000 11000 11000,1600 3 2000 6 INDEX ,` 7 INSTALLATION DETAIL W/#8 SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW JFLEX026 FLEX0018 . 11000,1600 a 2000 1000 & 2000 8 INSTALLATION DETAIL W!#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER WH BY BUCK DESIGNER FIXED WINDOW FLEX0036 10001760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000 1750 & 2000 11 INDEX ...MASTER 12 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW FLEX0037 FILE NUMBER 6 ISUDING GLASS DOOR INSTALLATION WITH TAPCONS IFLEX0021 1000,1760 & 2000 1500,1000 & 2000 13 INDEX,,. 14 • ISLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS FLF-XO027 MASTER FILE NUMBER 8 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTR 1500,1000 & 2000 1i00011Soo 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE -CAPACITIES 1HMFLGTR 100011600 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1500 17 FLANGE TWIN HORIZONTAL MULLIONI SECTIONS / DESIGN PRESSURE 60M ES 1HMFLGTW 1000 / 1800 18 FIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE. CAPACITIES 1HMFIN 1000/1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1.600 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IIVMFIN 1100011500 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES JIVMFLG 1100011500 22 • INDEX '. 23. FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES j1VMHMFLG MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1100011500 2HMFINTR 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 26 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN H2WONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HO MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 FLAN _ AL MU SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLG 2000E29E30FWMIMMULLIONSECTIONSINPRESSURECAPACITIES12VMFIN12000 31 FLANGE RTICAL MULLION SECTIONS iMESIGN PRESSURE CAPACITIES 12VMFLG 12000. f Page 1 of 1 MHOM051"_ is Q AUTY WINDOWS By FLORMA EXTRUDERS TEST REPORTS BOAS" TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 53 1 /8" X 72" SER, 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1 /2" X 84 1 /2" .SER.. 1500 SINGLE HUNG NCTL-210-2318-1 53 1 /8" X 72" SER. 2000 SINGLE HUNG NCTL-210-2344-1 72" X 72" NCTL-210-2678-1 108" X 72" SER. 2000 FIXED WINDOW SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" -SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST CONCRETE ORMASONRYOPENING BY OTr ERS ONE BY WOOD BUCK By OTHERS CAULK BETWEEN WINDOW FLANGE L WOOD BUCK STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) LSEE NOTES) WINDOWHEIGHT PERIMETER CAULK By OTHERS v4, CAULK BETWEEN dlNDOv FLANGE L PRECAST SILL W/VULKEM its ADHESIVE CAULK OR APROVED EOL. ONE By WOOD CONCRETE OR 14>OAT OPENINGBUCKBYOTHERSA DrHERS CAULK9EivcNWOODBUCK L MAS'Y, OPENING BUCK vIDTM K 1. jcow I `Ixcocnr BYOTHERSSHIM AS RED'D. D INSTALLATION ANCHOR FLANGE TYPE I/41 MAX. 3/ 16' DIA TAPCON vINDOv FRAME CSEE NOTES) SHOWN ( SEE NOTE 9) JAMB INSTALLATION ANCHOR Vie* DIA. TAPCON SHOWN CSEE NOTE 9) p r p 1-!/s• MIN Q EMBEDMENT GLASS CTYP.) SEENOTES) j t1 CAULK BETWEEN / rWy WINDOWFLANGEL WOOD BUCK PERIMETERCAULK SHIM ASREO`D. LK 1/4' MAX. By OTHERS SEE NOTES) WINDOW WIDTH FLANGE TYPE 1 WINDOW FRAME STUCCO HEADER BY OTHERS V3m.D BETWEENSECTION B- B NAVY. I;NG BY DINERS BUCK HEIGHT WINDOWHGT. I 1 K- FLANGE TYPE VINDOV FRAME SILL C 10 1 SILL STOOL r d , I1 Br DINERS L PRECAST' SILL By -OTHERS V SECTION A - A p `*i'r iI1 A K WINDOW WTH. ELF VATION VIEWED FROM EXTERIOR 212002 TAPCON LOCATION CHART CALL TIP TO L N 1N Ht I ATIONS IN JAMB 50 n. TO so.s° TO SIZE TIPD2274 X 26 C.0 C.Ds I,J 1.1 023 74 x SE 3/e C.D C.O.E I.J.K.L I.J.K L 014 7. X SO 3/3 C.0 C.D.E I.J.K,L MJ.+'t 106 t/ 4 X L. ,L G 1 ,L 033 11O67/4 x 33 3/0 I B.C.0O.E 1 J.K.L JX.L IIIA I/ 4 X YA D.C.0 t •-•C.E;E.F I,J.K,L G HI.J.K. T22 II X o G.I. IJ T23 III X 38 3/B B.C.G.E D.E.r W,K,L I I,J.K.L T 4IIIItB.C,6.E 3.C,0»F I,J.K,L I x L M2 120 x 4: a, .t,.c J. ,L I.J.K,L M3 120 x 36 3/0 B.C.C.E ' 434.D.E.f W.K.I. I I,J.K.L 4 1 X s A:B.CA.Ei AA.CA.E.rO MJ.J.K.. I I.J K6020 72 X 24 Jj W 6030 72 x 36 C.D 0 D GJ I I.J.K.L 49 Ca C.O.E I,J.K.L I I.J.K17020 64 X 24 L LJ 7030 B. x 36 B.C.C.E I i.C,O£ I,JJ6L I,JJL.L 7040 4 0B,C.*, E C.O.E I,J.K,L I,J.K.L 46x24 8030 46 x 36 B.C.C.r S.COE I,J,K.L I,J.K.L 96 IS4s OH K' 9020 108 It 24 a.G, I,J I,J.K,L 9030 108 x 36 B.CS? I B.CA: WJL.L aw 4 O G' A.S.C.01.f 1 K K 10020 I 120 X 24 GJ Ij K.L 10030 12D X 36 B.C,S = kFE:O.t.r I,J.K.L I I,J.K,L IOD40 1 120 X 48 B.C.C:: A.B.C,D.i3 I,.LK.L I.J.KA NOTES: . 1) SMIM AS REO'O. AT EACH INSTA--TJON ANCHOR. MW1. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUM!NuM ALLOY 6063. 3) TAPCON INSTALLATION ANCHOR wST BE OF SUFFICIENT LIM. TO ACMJEA MIN. EM® EDwENT'OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE S41CONIZED ACRYLIC CAULK BEHIND WtM00w FLANGE AT HEAD Q JAMBS. SILL MUST BE ATTAWD TO THE SUBSTRATE WITH VULKEM 116 AOHES1vr- CAULK OR L;PROvr. EQUAL. H S) USE SRJCONIZED ACRYL CAULK FOR PERIMETER SEAL AROUND EXTERIOR 1 OF WINDOW FLANGE. 6) IF EXACT WW400W SIZE IS NOT LISTED 1N ANCHOR CHART, USE ANCHOR OWNTITY -LISTED WITH. NEXT URGER SIZE. FOR TH:£ APPROPRIATE DESIGN PRESSURE REO' 0. J B 7) GLASS THICKNESS MAr vARY PER THE REOutREMEN-S Or ASTM E1300 GLASS CHARTS. 8) LETTER CE9IGW;Of4S ON THE TAPCON LOCATION CART 001CA—.z WHERE TAPCON ANCHORS ARE TO EE MSTAL.ED WHEN USAC THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED W!-,4 /8 SCREWS OF SUFFICIEN: LTH. TO PROVIDE MIN. 5/ 8 IN. EMBEDMENT lh% WOOL BUCK. 10) APPLICATION OF VUIKEl 11E A.!4ESNE CAULK AT --TAME SILL MUST COMPLY WITH SEALAN- MANuF1;,7uPi?'S RECOMMENOATIpIS. 11) WHERE WINDOW IS WSTAELED h MASONRY OPENING WITH A STRUCTUAL TWO B+ BUCK, USE J"0 SCREWS OF SUFFICIENT .EMGTH TO ACHIEvE 1-3/ 8_ MIN, EMBEDMENT A: A-L XaSTALLATIONfAVEENER LOCATIONS - SHEATHING CAULK BETWEEN BY CTHfRS WINDOW FIM i \\ SHEATHING INSTALLATION ANCHOR 19 SCREV STUCm OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS ru.glNG (IYP.) SEE NOTE 7) WINDOW HEIGHT PERIMETER CAULK BY OTHERS i' MIK TWO BY WOODiBEDHENTr /— BY OTHERS INSTALLATION ANC HOR 19 SCREW STUCCO OR ISIDINGBY OTHERS CAULK BETWEEN I WINDOW FIN —i B SHEATHING SHEATHING J EBYOTHERSMBEDMENT SECTION A -A 1/4' MAX. SHIM SPACE AS REO'D. NOTES) rim TYPE WINDOW CRANE HEADER VINDOV WIDTH 2A' [1C. MAX. II ITYPJ A1 WINDOW HEIGHT I 1 ' B I EQUALLY SPACE ANCHORS TYP.) B A 24 O.C. FIN TYPE MAX (TYPJ WINDOW FRAME SILL 6' MAX. (TYPE) EVATION vlEw M EXTERIOR MARBLE SILL STOOL BY _ OTHERS v'" A/•yc1G'}L.'.s/ lp u.,5.4'. i T44AR/D.! EaTRuD'cR5 c 5 3t:--- cV N' SHIM SPACE MAX SHIM AS REO•D. SEE NOTre, two By Wwo BT OTHERS VINDOV WIDTH TWO BY WOOD BY OTHERS SHIM AS REO'D. SEE NOTES) GLAZING (TYPJJ SEE NOTE 7) PERT-ETER J. CAULK 8Y GTHERS FIN TYPE WINDOW FRAME JAMS STUCCO OR SIDING BY OTHERS SECTION 8-B I/Y MAX SH;M SPACE CAULK BETWEEN WINDOW FIN L SHEATHING SHEATHING BY OTHERS 1' MUi EM3EDMENT f NOTS i) Smu AS REO O. ADIACENT TO EACH UNSTA:-Al`" A`.CMCP. MAX. ALLOWABLE SHIM STAB( TO BE 1/s'. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFHCtiNT LTH. TO A:HIEVE MIN. EMBEDMENT Of I' INTO (MOOD FRAME MEMBER. A) USE SK)CONIZEO ACRYLIC CAULK BEHIND VeNDOW FSN A: MEAD. SAL d JAMBS. S) USE SHUCONIZEO ACRYLIC CAUL( FOR PERIMETER SEA: AROUND EXTERIOR Of WINDOW FRAME, 6) GLASS THICKHESS MAY VARY PER THE RECJAMMENTS Of ASTM E1300 GLASS CHARTS.. 7) INSTALL INSTALLATION FASTENERS AT 6' wx. FROM COR-.ERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSFALLATHONS. w'M Ax"CR SPACIO AS STAYED. IS 70.0 PSF FOR ALL AVALABLE SIZES UP TO 73' x 71' MAX. PREPARES In PIDDLICT Y. APPLICATION ENGINEERING, INC.; ZW INTERNATIONAL PKWY.. SUITE 251. PK•-441I, fLOH:DA 3274; PHONE -v IIS-136S FAX 407 90-031 S SHEATHtNG CAULK BETWEEN IY OTHERS WINDOW SHE.ATHSNG _\ INSTALLATION ANCHOR IB SCREW STUCCO DRSIDINGBY DTHERS CAULKfRiCAULK. BY OTHERS SEE IC 7) WINDOW HEIGHT PERIMETER CAULK — BY OTHERS TWO BY WOOD t' YMIN.NT f BT OTHERSEH5£ 111 V ( 1 1/4' MAX. SHIM SPACE SNIM AS RED'D. FIN Tin ,SEE NOTES) VINDOV FRAME HEADER WINDOW VIDTH 24• D.C. HAP. qTYP.> VINDOV HEIGHT FIN TYPEWINDOW FRANC SILL LE MARBLE SILL STOOL BY L 24 O.C. OTHERS MAX. (TYP.) I/4' MAX. SHIN SPACE INSTALLATION I " ANCHOR r8 SCREW SHIM AS REO'D. STUCCO OR ,SEE NOTES) SIDING If DINERS N CAux BETWEEN H WINDOW FIN SHEATMINNG By t I'MtN i SHEATHING HY OTHERS EMBEDIENT WO tHERSD, SECTION A -A T- I 0 WINDOW WIDTH TVD By WOOD BY OTHERS SHIM AS REO'D. SEE NOTES) GLAZING CTYPJSEENOTE7) IN TYPE WINDOW FRAME JAMB EOUALLY SPACE ANCHORS (TYP.) q 6' MAP. 6' MAXATYP.) VATION wEw M I xTEMOR i.NLA .t :mil' .dN.. b. :vr'. 61 r M v( QA 1/4• MAX. CAULK BETWEEN WINDOW FINSHINSPACEiSHEATHING 1• Mitt EMBEDMENT t 1.. SHHEATHING HY OTHERS PER:HETCR CAULK BY OTHERS INSTALLATION STUCCO OR ANCHOR 03 SCREW SIDING BY OTHERS SECTION B-B tNOT'• I) SHIM AS REO'D. ADJACENT t0 EACH INSTALLATION ANCHOR. MAIL ALLOWABLE Smu StAcK TO BE I/4'. 2) YmN00w FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACMEVE MIN. EMBEDMENT OF )' INTO WOOD FRAME MEMBER. 4) USE SHLICONHZED ACIMIC CAULK BEHIND wwDOw FIN AT MEAD. SILL h JAMBS. E1E SLICROR MwNDOHn ,AC" FOR PERIMETER SEAL AROUND 6) CLASS THICKNESS MAY VAAY PER THE REOtAREMEMTS OF ASTM E1300 CLASS CHARTS. 7) INSTALL INSTALL&:ION FATENERS At 6' MAX. FROM CORNERS AND wx. 24' O.C.. DESIGN PRESSURE. CAPACITY OF INSTALLATIONS WTm ANCr3R SPACING AS STATED. IS T0.0 PST FOR ALL AVAILA.3LE SIZES LIP TO I19' x 49 5/8 Max. RE DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD. FLORIDA TITLE: INSTALLATION DETA!L wl #8 SCREWS HORZ. SLIDING FIN WINDOW XDx C3H<'IGLIZAT1ON- SERIES 1000 N yytFtt i DnWN BY: BB APPROVED BY: 1 1 'LIiL' DATE:12/ 17/01 1 SCALE: N. T. S. IDWG.: fLEx0029 RfoARC1N BY= RObJCT i AG LiCAtiDN [HHGtNECRW.. 1NG. ZSO txTERNATiDNAL hcvr_ S;.'ITE 2StH. H(ATHHIIW, *.'.![GA 227si PnONC p7 III-036S fa Np) !-S-Oxb CONCRETE OR CAULK BETWEEN WOOD ONE Br WOOD CONCRETE OR MA->C,NRY OPENING BUCK L MAS'Y. OPEMING INSTALLATION ANCHOR BUCK BY OTHER$ MASONRY OPENING BY OTHERS BY OTHERS 3/IS' DIA. TA?CON dr OTHER$ CALL TIP TOB.W. 1-t,.• )m. ONE BY WOOD ( SUCK WIDTH) I t-xA [NT SIZE TIP BUCK HY OTHERS 1/A' SHIM _ x p 1-3/4• MIN. FLANGE TYPE SPACE MAX. 1H2 2E 3/2 x 26 CAULK BETVEEN EMBEDMENT WINDOW FRAME SH/M AS REO'D. tM3 26 1/2 X 36 5/8WINDOWFLANCaJAMB (SEE MOTES) tHs 26 1/2 X 56 1/- 4 t1a5 25 I/2 x 36 1/• i WOOD INSTALLATION ANCHOR 1H5 26,1/2 x 63 3/16' DIA. TAPC13N 22 37 26 1/2 x 72 1/a• SHIM 4 X 25 23 37 x I SPACE MAX. 38 5// RIGID VI 4 / 8VINYL2537x561AGLAZINGBED2337X63 GLASS (Trio) 29 37 , 02x oSCENOTES) - / t p 33 53 1/ 3 X 38 1/4STUCCO 34 53 1/5 X 50 5/8 BY OTHERS 35 53/I/e x663/ PERIMETER SHtM AS REO'D. ) 5 x 7 SEE NOTES> CAULK CAULK BETWEEN C23 74 x >a 3/2KB. WJa IT OTHERS (BUCK WINDOW WW1 FLANGE 024 74 X 5/e VINDOW FLANGE TYPE HEIGHT) 1 DOD BUCK A-D2s5 74 X S6 13 HEIGHT) WINDOW FRAME 7s x 6 HEADER PERIMETER 0226 7a x 72 GLASS (TIP.) CAULK STUCCO 20920m 24 X 4 SEE NOTES) BY OTHERS BY OTHERS ' .20M30M 24 X 36 W.W. 2OMISM 24 x $4 WINDOW WIDTH)CAULK BETWEEN 20USOM 24 x 60 SECTIONON pU—e WHO BUCK L r a X 7 MA$•T. OPENING 3W120M 36 X Ia RIGID VINYL . NOTES. BY OTHERS 3OU30M 36 X 36 GLAZING HEAD I) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE 0U 36 X Sa TYP.) SHIM STACK TO BE 1/4 3OM50M 36 It 602) WINDOW FRAME MATERIAL: ALuMNWM ALLOY 6063. 3016160M 36 IT 72 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LIM. TO ACHIEVE MIN. M PERIMETER FLANGE TYPE EMBEDMENT OF 1-1/4 INTO MASONRY OR CONCRETE. 4OW30M 48 x 36 CAUL% viNppW FRAME 4) USE SaCONIZED ACRYLIC CAM( BEHIND W)NCOW FLANGE AT MEAD & 4OM40M 48 X 48 DY OTHERS SILL JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULICEM 4OW46M 48 X 54 116 AOMESIVK CAULK OR APPROVED EOuAL. 4OU50M 48 X 60 5) USE SUCONIZED ACRYLIC CALK.% FOR PERIMETER SEAL AROUND 40M60M 48 X 72 EXTERIOR OF WINDOW FLANGE 4 O 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ..ate SA x 36ANCHORpuANTITYLISTEDwTMNEXTLARGERSIZE. FOR THE 4SM40M 54 x 54 48 APPROPRIATE DESIGN PRESSURE REO'D.. 46MWM $4 X 60 7) GLASS THICKNESS MAY VARY PER THE RECIViREMENTS OF ASTM C1300 4 GLASS CMAM. x 7 CAULK SEMEN 0 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE wM30m 60 X 36 WINDOW FLANGE WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE WU40M 60 X 46 L PRECAST SILL EXTERIOR ELEVATION AS A KEY. 5DW46M 6C X 54 W/vULKEM 116 PRECAST SILL SECTION A - A 9) ALL FACTORY APPLIED HOLES Not DESIGNATED FOR tA:MM ANCHOR 50MSOM 60 X 60 ADHESIVE [AO 8Y OTHERS SHOULD BE FILLED WITH /8 SCREWS OF SUFFICIENT LTA. TO'PROVIDE SOM60M 60 X 72 OR APRROED EOL. L. MIN. S/6 IN. EMBEDMENT INTO WOOD BUCK- 56AQOM 09 4- 66 x 36 10) APPLICATION OF VULKEM 116 AD,- CAULK AT FRAME SILL MUST 56M40M A COMPLY WITH SEALANT "-4uFACTUREP,'S P.ECOMMENDA:ONS. 610 66 X S. t:) ONE ADDITIONAL FIELD OP.tLLED & INSTALLED AMCMOF IS R£0'D. N 56M5OM 6B x 60 A-7 B C D EACH JAMe ON THE FOLLOWING SIZES: -025' (73 s 62). -D26- S6M6OM 66 X 72 73 X 71).-56MISOM (55 x 71). TY "50M60M" (71 x71). PLACE M 72 x: 36ANCHORBETWEENANCHORSCANDIANDBETWEENANCHORS 'M wM3Om 72 x 486OW40MANDJ' OVER 55 PSF ONLY 72 x 560M46WaE12) WHERE WINDOW IS INSTALLED INMASONP.Y OPENING W H A STRUCTUAL 60M5.3M 72 x 60i / F TWO BY WOOD BUCK. USE /10 SCREWS OF SUFFICIENT LENGTH TO 72 X 72 TO TO TO TO TO TO 4 r 7 C C C C.H G.H Gn C C C G.M G G. C C C G,H G.M G.MJJ C C C G,H C.- C.MJJ C C C GM G ".1,J GMJJ C C C G.H GNJ.J G M IJ N M n L C C G.H G. G,M C C C G." G.H).J G'=.w C C C G.M C.MJ.J G^.!.J C C C G.M G,nJJ G.rJJ C C C GJ1.JJ G.MJ.J E.F,G.HJ., C e.0 e.C G,M GJ1 a.n GJ(JJ C B.0 a,C 0.H G.nJ.J GJTJJCB.0 D.0 G.HJJ GMJJ E M.1. C B,C B.0 G.M.I.J G.HJJ f FG JNJ. C B.0 B,C G;MJ.J E.F,GJ(J.J E F,C.M.t. B.0 C. B.0 I A,3.C.c G.H G.Mj j 111 GyJJ B.0 Q,C A .C.D G nJJ G.MJ.4 E,FG H), B.0 B.0 A.* D,C.c G MJ.J EF.GJIJJ B.0 B.0 A D.C.D G M u E.F.G.M.LJ EF U HJ.J B.0 I,.0 A ? C.0 C HJJ E,F.G.H,LJ F G MIJ C C C G,H G rl G.H C C CI C.H Gm G.M C C C cm G.M GJ+J.J C C C G.M C.M C C 11 c G r. G.MJ,J 1 JN M r..m C C c C.N cm GJN C C C G.H G.MJJ G.HJJ C C c G.H GJIJJ G.MJ.J C C C O,H G.M w G•M,LJ C C C G,HJJ G.HJ.J E.F.O.H.LJ C C H,C G.M G " GJtJ.J C C e.c G." c.MJ.J GJ1JJ C C B.0 G.M G.MJ.J C m.0 C C B.0 G.MJJ G.MJJ E•F,G.MJ.J C C el.0 G.H J EF GJ+ I NI D.L M M J7 C S.0 B.c G;M G.M GJIJJ C S.0 B.G.MCGGJIJJGm.%j C e.0 3,C C.MJ.J C.MJJ E.F,G.M.LJ C B.C. B.0 G.HJJ GMJJ E.F.G,MJJ C C 3.0 G f F I i F F G.M G,H G.M C B.0 B.0 G.H Gm GJ(.1J C e.0 B.0 G," c.MJJ G 111i C B.0 3.0 GMJJ GMJJ EF C H.0 C e.0 ETC G H IJ G.MJJ EF,G.n,LJ C 8.0 2.0 G MJ.J . EF.G.M.I.J E.F.G.MJ.J H LC B.0 A.3.0 G.H G.M GJNJJ e.0 A,3,G3 GJN GMJJ G.MJ.J c S.0 A,3.C.: G HJJ GMJJ E.F,G.MJ.J E C B.0 A.3.C,L G H I,J E.F.0 m,*.J EF.G.M.t.J c B,C A.3.C.. G HJJ E.F.G.NI,J C B.0 A.?,C. G.M G,H G .hJ•J I.0 8C Alc:. G,M MI i G.M.0 r B.0 DA,-.C.3 G.M.LJ G.MJ.J f.F.G.M.I.J E S.0 A-Z..C." GMJJ E.F.GJ1JJ E.F ;.MJJ W.H. ACHIEVE 1-3/8- MIN. EMBEDMENT AT AFL 1NSTkW- FASTENER ADDITIONAL AN HORS RE4-'D. S=E NOTE 11 a J I LOCATIONS. ON SIZES NOTED IN NOTE 1.1 ADD A 7:0 SCREW ANCHOR -TO EACH JAMB FOR NOTED DE54N PRESSURES. INTERNATIONAL, INCFLORIDAEXTRUDERSSANFORD. FLORIDABGE,i"iir:Ai. Fi O..: L. .A':.F. J TITLE: INSTALLATION DETAIL w/ TAPCOf S f HORZ. SLIDING FLANG= WINDOW - SEPIES 1000 i 7 t/n s DRAWN BY: BB APPP.OV'ED BY: m DATE:10/23/01 sCALE:NTS D ic.: FLExD'??0 pprPTT29'^_ aY. P4GeV_'7 L APPLt[ATION E)f tT+::M:Nu. WL, 250 IMttJlNar10"L PKVY.. SJTrE ZW, .MEAT -:AT, FL.<:aA 327-6 tnGNE •:7 M-0365 1- .27 a05.03iL y i ONE By WOOD BUCK BY OTHERS CAULK FLANGE L WOOD BUCK STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEADTYP.) CAULK BETWEEN WINDOWFLANGEtPRECASTSILL W/ WLKEN 116 ADHESIVECAULK. OR APRV-D. EOL. PERIMETER CAULK BY OTHERS CONCRETE OR M4 50MRT OPENING BY OTHERS e WOOD BETWEEN (BUCK WIDTH) yEMBEDNENtMOODHOCKt MAs-Y. OPENING INSTALLATION ANCHOR By OTHERS ONE By WOOD 3/16' DIA TAPCON p BUCK By OTHERS - 1 St IT HERS 1.1/4' HIM. S)+IM AS REO'D. EMBEDMENT RI-1/4' MAX- I V(SEE NOTES) j GLAZING BEAD INSTALLATIOM ANCHOR CTYP.) 3/I6' DIA. TAPCON SMIM AS RKO'D. C1/4• MAX. SEE NOTES) GLASS iYPxSEE NOTES) FLANGE TYPE FLANGE TYPE WINDOW FRAME WINDOW FRAME JAMB CAULK BETWEEN HEADER VINDDV FLANGE ERtWOODBUCK7'LC4ULK BY MmERsG:.ss Y.V. TYP.) (SEE NOTES) NINDOV WIDTH) BxBUCK CAULK BETWEEN HEIGHT) WOOD BUCK t NAVY. O'EN1NC BY OTHERS SECTION B—B FLANGE TYPE CONCRETE ORWINDOWFRAME SILL MASONRY OPENING BY OTHERS V W.W. PRECAST SILL a I,j a BY OTHERS 1Y FA A B CSECTIONA —A 11S YI AS R EO'D. AT EACH INSTALLATION ANCHOR, YAx. ALLOWABLE SHIM STACK TO BE 1/4•, D 2) WINDOW FRAME MATERIAL: ALOYWUM ALLOY 6063 3) 0WALLATION M04OR MUST BE OF SUFFICIENT LTH, TO ACHIEVE WN. EMBEDMENT OF I-t/4' INTO MASONRY OR CONCRETE. E BE THHIND `EweS*MRATNE %"I" BMUSTArrc'`t/CKED TO J vULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SLPMMZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W H. FOFWINDOWFLANGE. EXTERIOR 6) IF EXACT WOVOW SIZE IS NOT LISTED IN ANCHOR CHART. USEANCHOROWINTNTYLISTEDWITHNEXTLARGERSIZE. FOR THE APPROPRYLTE DESIGN PRESSURE REO'O. 7) GLASS THICKNESS MAY VARY PER THE REOuLVEMENTS OF ASTM E1300 CLASS CHAP.TS. 8) LETTER DEgGMWNS ON THE TAPCON LOCATION CHART INDICATELWHERETAPCONAMCHOP.SLARE TO BE INSTALLED WHEN USING THE EXTERIOR CLEMAT10N AS A KEY. 1 M . 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ' ANCHOR, S40ULD BE. FILLED WITH /8 SCREWS OF SUFFICIENT UN- TO PRONBE 1RN• 5/5 IN. EMBEDMENT INTO WOW SJCX- A PRINT A `,( LEES 'GOD EERIE SINGLE HUNG - T20 E L EVAT I 0 NPRIWTAtSOAPPLIESTOTHEFLORIDAEXTRUDERS1500AND2000 sews swat MUNGS. 11) WAM WRR30w IS *WALLED IN MASONRY OPEEN04 WITH A STRuCTUAL TWO BY WOOD BUCK. USE /10 SCREWS OF SUFFICIENT LENGTH TD ACHIEVE 1-3/8• YIN. EMBEDMENT AT VIEWED FROM EXTERIOR ALL RYSTA13AtfON FASTENER 1.00Aloms. 1,-.4 TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMS SIZE SIZE 301V TO 40PV IIIV TO 70PSF 31'Y9 TO 40W IV TO 7'-V 12 14 1/3 : 25 B B F.G FG 13 E +/e :. s7 3/e e B F.G F.c u 1e 1/4 : 49 S/4 B B c,G ' G 145 1e 1/8 X 35 1/4 B B G F.G 15 1e 1/4 x 42 B B F.G F.G 16 16 t/e X 71 B B F.G F.cmi 7 1 / F G K IH2 25 1/2 i 25 B BFIG Fx 1M3 25 1/2 x 37 3/3 B B F.G F,G IN4 25 1/2 x .6 5/6 6 B F.G F,G.AJ 1N45 25 1/2 X SS I/' B B F,G Mou INS 25 1/2142 6 8 FG GJIi IMG 23 1/2 x 71 g g F.G F,GrJ IH7 251 2:43. e B F.GJ,K 30 1/2 , 26 z9 1/2 : 25 B B r.G FA301/2 . >a 3/4 29 +/2 : 37 3/3 1 49 6/e B B F.G cG.mi301/2 . 50 S/e 29 1/21/2 x SS 1/. B B F.G F,GYJ301/2 . S6 1/4 29 1/2 x 62 B 6 F.G F.GrJ301/2 , E3 301/2.71 2929 1/2 It 71, B 8 FGJ1J FG.MJ 30 + 2 . 6. 29 1/2 x e3 B B F.G.J.K F.GJ.K 23 36 x 25 36 37.3/6 B B rx F.G 24 36 : 49 5/0 eB EB F.G F.G F.0 Kj F,G.hi2452536i551/4 36 x 62 B B F.G m.) rc pi 26 36 : 71 B B F.G.NJ D.E.FG.) 7 36 X 63 B B F.GJJ( F.GJLIA-C irlx a2 a 30 3/6 41 x 25 4+ i 37 3/4 B B FGF.GF.GrJFGJU 42 . so s/6 1 : 49 5/6 e B 8 B FGJIJ GJ+J42 . 36 1/4 42 . 63 41 : SS t/4 1 X 62 B B GJu D.E.IGJ. 42 , 72 41 x 71 B B FGJIJ O.EFGrJ 4 41 i e3 F G ;K F.GlUJ.K 48 . 6 44 . 36 3/e 47 x Z5 1 x 31 3/2 B A.0A.0 F.G F.G.") b . so 5/3 47 : 41 5/6 BB A.0A.0 FGFGJU F.GrJ FG.H.J4E . 56 1/4 40 X 63 47 i 55 t/4 FG.HJ D.E.FG.HJ b + 72 s7 s 71 B A.0 F.G." O.E.FG-J 4 41x83 x 3233 52 1/2: 25 52 1/5 x 31 3/. B B A.0JLC F.GF,G CG r! 34 52 1/6 x 49 5/0 B AC FG.MJ F.G.NJ 345 51 1/2 x SS 1/4 a A.0 FGJIJ O.EFAA1 35 52 1/0162 8 A.0 F,G.14,1 D.EFGA.t 36 52 +/e x 71 a A.0 FGJIJ D.EFGnJ 37 - 51 1/6:83 6 C F.GJJ( D.EF.G.JKJ.K 37 SIZE NOT AVYLABLE N 1000 OR 1500 SERIES. FLORIDA EXTRUDERS 1SNORD, NORINA1 / TITLE: INSTALLATION DETAIL 1VN SGL. HUNG FLANGE WINDOWS — SERIES 1000 . 1500 DRAWN BY.: BB I APPROVED BY: 14•- DATE:10/09/O 1'SCALE: NTS DWG.: FLEX0016 PREPARED B': PKODUCi t A UG10N CNGMiERwG, NG. 230 wTERMA1tOw K7.. S1x1E 250. +G.1.M10w. rwwA 32741 Pr&4 .07 e0S-036S FAX 407 L 2000 CAULK BETWEEN SHEATHING WINDOW FIN L By OTHERS SHEATHING INSTALLATION ANCHOR 8 WOOD SCREW STUCCO By OTHERS WINDOW HEIGHT PERIMETER CAULK IT OTHERS GLAZING (TYP.> cSEE NOTES> PERIMETER CAULK By OTHERS INSTALLATI01I ANCHOR a8 WMD SCREW STUCCO By GTHERS CAULK. BETWEEN WINDOW FIN SHEATHING L SHEATHINGS BY OTHERS SECTION A -A 1' +rim. CMBEDHENT TWO By WOOD r BY OTHERS SHtM AS Rf0'D. SEE NOTES) 1/4' MAX. SHIN SPACE FIN TYPE WINDOW FRAME HEADER GLAZING MP-) SEE NOTES) FIN TYPE WINDOW FRAME SI 4R8LE SILL BTOTHERS TWO IT WOOD BY OTHERS WINDOW VIDTM 114' MAX. SHIM SPACE SHIM AS REO'D. STUD BY WOOD p {{ + cSEE NOTES) D BY OTHERS awpCENTRAL Z = EM3EDMS'NT 7 GLAZING cTTPJ - STMr ul (SEE NOTES) SHEATHING BT OTHERS CAULK BETWCEN WLYDOv WIDTH I A B B 24' O.C. WAX. (TTP.) EQUALLY SPACEWINIANCHORS (TTP.) NEtGMT T- A 6JL(TTPJ 6' MAX. (TrP.) ELEVATION v1EwED FROM EXTERIOR I'MIN. EMBEDMENT FIN TYPE WINDOW FIN WINDOW FRAME L SHEATHING JAMB PERIMETER INSTALLATION ANCHOR CAL.LK 18 WOOD SCREW BY OTHERS STUCCO BY OTHCRS SECTION B-B NOTES- 1) SHIM AS REO'D. A.' EACH INSTALIATION ANCHOR. MAx. ALLOWABLE SMIM STACK TO BE 1/4% 2) WINDOW -nt" MATERIAL' ALU M04UM ALLOY 6063:... 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACMIEWE kaL EMBED(ENT OF P INTO WOOL' SUCK. 4) USE SIUCONIZED ACRYLIC CAULK BEHIND WWDCW FIN AT HEAD. SILL h JAM?S. - S) USE SILICONIZED ACRYLIC CAULK FOR PERIMEY_P SEAL AROUND EXTERIOR OF w'NCOw FRAME. 6) IF EXACT WINDOW SIZE 6 NOT LISTED IN ANCI-OR CHART. USE ANCHOR OUAN ITY LISTED WITH NEXT LARGER SIZE. T) CLASS THICKNESS MAY VARY PER THE P.EOWEMENTS Of ASTM E1300 GLASS CHARTS 8) FLORIDA EXTRUDERS IDW SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO AMES TO THE FLOR)DA EMDERS *00 AND 2000 SERIES SING-1- HUNG WINDOWS. zso IMTrR-TIfV- P.v. Sulu r, Wlti 1z:46 P-1+ 1 407 M-0265 FA. -67 WS-0366 7 CONCRETE ORMASONRYOPENING BY OTHERS ONE IT WOOD BUCK BY OTHERS CAULK BETWEEN t) WINDOW FLANGE L VOCD BUCK 1 • F—:—LJL BY OTHERS CLASS (TYPJ SEE TOTES) WxWINDOW EIGMT) PERIMETCR CAULK BY OTHERS CAULK BETWEEN WINDOW FLANGE - L PRECAST SILL W/VULKEM 126 ADHCSIVE CAULK OR APRV•D. EOL. INS;; ALLATION ANCHORr3/16' D1A. TAPCON CAULK BETWEEN VGOD BUCK LHwY. OPENING BY OTTERS GLASS (TYP.) _ 1-1/4• MIN (SEE NOTES) C EMBEDMENT SHIN AS READ. 1/t• IIAX. iI] 4V SE £ NOTES) FLANGE TYPEWINDOWFRAME A W.W. RIDGED VINYL GLAZING BEAD BUCK / HEIGHT) RBv RtDG£D VINYLGLAZINGREADW.H. 24- O.C, MAIL (TYP.) FLANGE TYPE T- WINDOW FRAME 6' MAIL. (T rP.) T a a , a PRECAST SILL By OTHERS F(' TION A —A A ELEVATION VIEWED FROM EXTERIOR B. V. BUCK WIDTH) SHIM AS REO'D. 1/ 4' MAX. SEE NOTES) RIDGED VINYL GLAZING BEAD ft CONCRETE OR CAKDtfMASONRYGPENDNGBY OTHERS D INSTALLATION ANCHOR 3116' DIA..TAPCON . v Cl ONE By WOOD v PICK BY OTHERS FLANGE TYPE v WINDOW FRAME CAULK BETWEEN VTNDOVFLANGEPER1:xTER L WOOD BUCK CAULK BY OT ER5 CAULK BETWEEN WOOD BUCK L V. V. MASS, OPENING WINDOW WIDTH) BY OTHERS STUCCO BY OTHERS SECTION E—B tam SHnRAS REO'D. AT EACH INSTALLATION ANCHOR. wX. ALLOwABLf SHUN STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALLW"JM ALLOY 6063. E 3) 3/1 T 0 TAPCOM' INSTALLATION NRY OR ANCHORS BE OF SUFFICIM LTM. TO ACHIEVE WN.. RETE- 4) USE SILCOHIZED ACRYLIC CAUL( BEHIND WTMDOW RANGE AT MEAD k JAMBS. Su MUST BE AT-iAC"ED TO THE SUBSTRATE WITH VULKEM 116 ADnESru- CAULK OR APPROVED EOWL. 5) USE SILCONZED ACRYLIC CAULK FOR PERu4ETER SEA& AROUND EXTERIOR OF WINDOW, FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR GI)ANTITY LISTED WIT" NEXTLARGERSIZE. FOR THE APPROPRUOE DESIGN PRESSURE REO'O. T) GLASS THICKNESS MAY VARY PER T)IE RECUN(EMENTS OF ASTM E1300 CLASS CHARTS. 8) WHERE SPACING BETWEEN TAPCoN ANCHORS EXCEEDS 24 IN. O.C.. /B SCREWSOr SUFF"NT LTM. TDPROVIDEMIN, 5/8 IN EMOEDMENT INTO WOOD BUCK SHOULD Be INSTALLED. 9) FLORIDAEXTRUDERS1000SERIESFIXEDW:NDOw 6 SHOWN. THIS PRINT ALSO APPLES TO THE FLORIDA EXTRUDERS20DOSERIESFIXEDWINDOWS. --- - 10) SEEBACKOFTHISSHT. FOR INSTLN ANCHOR REOUIRENENTS. SRvE CAULKAT :NAME SILL MUST COMPLY WITH SEALANT I)) APPLICATIONOFVULKEM116ADnEMANUFACTURER'S RECOMMENDATIONS. 12) WHEREWINDOWISWStALLEDINMASONRYOPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE 110SCREWS,OF SUFFICEEN: LENGTH TO ACHIEVE 1-3/8' MIN. EMBEDMENT. 13) WINDOWUNITSCANBEMULLEDTOOTMERUNITSUSINGALUMINUMTUBEMuLUON. SEE MULLION INSTALLATIONSHEETSFORREQUIREMENTS. INTERNATIONAL: INC. FLORIDA EXTRUDERSSANFORD, FLORIDA TITLE: iNSTALLAT i3N Dr -TAIL 11/ 13NE BY BUCK FIXEFLANGE WINDOW - SERIES 1000 L 2000 1 ' DRAWN BY: BB SCALE: APPROVED BY: f 2W2 DATE I`j 0/22/ 01 NTS DWG.: FL£x0018 SHE 107 .. PA[PAIED 6Y:' PaaolxT ntmmo OGY CORP., 250 NTEA)HA+IWA( 0aWY, SUITE 250. 'CAT.". 110ROA 32746 PHONE 40T 60S-O365 fAX t07 605•:3E6 m SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN t SHEATHING INSTALLATION ANCHOR 18 SCREW EXTERIOR FINISH BYOTHERS — PERIMETER / CAULK By OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR 48 WOOD SCREW EXTERIOR FINISH BY OTHERS GLAZING SEE NOTE 6) F9 C mEmT WOOD FRAMING WINDOW WIDTH I (..-- SHIMHIM Hula. SPACE 8Y OTHERS j rT+YLORIDA B.O.A•F• SHIN AS REOD.CE ` " SEE NOTES) AniURA AME'- ' Ulj 1/ 4' MAXal SHIM SPACE M aP eFi'! R 1 ' GLAZING SEENOTE 6) _ FIN TYPE WINDOW FRAME EIGHT F114 TYPE WINDCW FRAME 6F1/ 4 AS REO'0. liv NAx SEE MOTES) M WDOD FRAMING BUCK 8r OTHERS CAULK BETWEEN WINDOWFINL SHEATHING 1' N(N. N3EDNENT , SHEATHING BY OTHERS SECTION A -A EXTERIOR FIN TYPE WINDOW FRAME A- oj ELEVATION VIEWED FROM EXTERIOR WOOD FRAMING By OTHERS SHEATHING BY OTHERS INSTALLATION ANCHOR I? SCREW CAULK BETWEEN WINDOW FIN i SKAT14MG SECTION B-B EXTERIOR FINISH PERIMETER CAULK B, OTHERS BY OTHERS NOTES tLLtYi 1) SHIMAS REO•D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING $ HII. MAX. ALLOWABLE SHIN STACK TO Be 1/4". 2), WINDOw FRAME MATER'AL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF 907 CIC-NT LENCHT TOACHIEVE MIN. EMBEDMENT OF I' INTO WOOD FRAME. 4) USE S* XOMIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 5) USE SUCONIZED ACRYLIC CAULK REHM IWN70w FOL 6) CLASS THICKNESS MAY VARY PER REOURELMENTS OF ASTM E1300 GLASS CHARTS. SO4LE GLAZING IS SHOWN. INSULATING GLASS ALSO OUALRIEO. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW MS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 1000 SLRIES PICTURE YaNDOw. B 8) SPACE INSTALLATION ANCHORS AT C MAX. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. wIT+ ANCHOR SPACING AS STATED. 15 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' X 71' OR 63' X 95' OR I19' X 37-3/°' MAX. 9) wLNDOw UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TU? E MULLION. SEE MULLION INSTALLATION SHEETS FOR RECIREM'LNTS. TITLE: INSTALLATION DETAIL W/ FIXED FIN uINDDu - SERIE Lj •`.`" DRAWNBY: $B rAPPROVED BY DATE:1 / 13/02 SCALE: N. T. S. DWG.: F AM IY: PROOVCT TECHNOLOGY CORP.. 75D INTERMATMOMML PKw,- S:,.E 2SO. LAKE MAR,. FLGAXK 5:746 PHONE 407 1 407 BOS-0366 U CAULK DETWEEn WINDOW FLANGE L WOOD BUCK CONCRETE OR MA'>DNRY OPENING Jf 0T{RS CXTE3:7 rIM:SM HY OTHERS PERIMETER CAULK -J IT OTHERS MNDOW FRAME MEAD WINDOWMCIGMT EXTERIOR WINDOW FRAME SILL PERIMETER CA_'LK BY OTHERS EXTERIOR FINISH — IT OTHERS CAULK IETWEEN WINDOW FLANGE t WOOD RICK CAULK DETWEEN WOOD DUCK L NASONRY DW ANG IY OTHERS r CAULK BETWEEN WOOD SUCK L MASONRY OPENING BY OTHERS ONE By WOOD BILK By OTHERS INSTALLATION ANCHOR 3/16, DIA. TAPCON MIN. It, EMBEDMENT SMiM AS REO'D ISEC NOTES) GLAZING (TTP. SEE NOTES) 4 1 CONCRETE OR MAS4YBY GTMERS SECTION A— fr 1/4' MAX. SHIM SPACE INSTALLATION. ANCHOR 3/16' DIAL TAPCON SWIM AS RED D SEC NOTES) I L 1/4- MAX. SHOW SPACE MO SHIM AS REO'D AT EACM INSTALLATION ANCHOR WITH LOAD SEARING SHIM. MAX. ALLOWABLE S•dM STACK TO BE t/a . 2) WINDOW FRAME MA -.TERM:: ALUMINUM ALLOY 6063. 3) 3/16- DN-, TAPCON INSTALLATION ANCHOR MUST BE OFF SUFFICIENT LTH., TO ACHIM MR. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. PLACE TAPCON ANC -ORS 6- FROM CORNERS & 2- 0. C. MAX. ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANG.ORS SHOULD BE FILLED WITH /6 SCREWS OF SUFFICIENT LTx. TO PROv1DE MIN. S/! IN. EMBEDMENT INTO WOOD BUCK. 4) Wme;E WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK, USE /10 SCREWS OF SUFF,0ENTLENGTH TO' ACHIEVE 1-3/8MIN. EMBEDMENT AT SAME SPACING STATED IN NOTE 3. S) USE SILI[ONIGGO ACRr C CAULKBEHIND WINDOW i-wGEA7 MEAD. SILL aAMBS. 6) USE S"ONI:cO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS. CHARTS. SRC GLAZING 15 SHOWN. INSULATING; CLASS IS ALSO OUAUFIED. S) BUe. D DOWNSAROUND CURvED PORTION OF WuOCw FRAME TO BE ENGINEERED BY OTMEPS. BUILD DOWN MUST BE OF SUFFIECIENT S-RENGTN TO ADEQUATELY TRANSFER LOADFROMWR(DOw TO THE "STRUCTURE. 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k 2000 SERIES. 10) EIEvATKk( S SNOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CCNFOu"TOYS. THIS SHEET APPLIES TO ALL CONFIGURATIONS TPIAT CAN BE MANUFACTURED FROM THE 1000. 1750. 6 2000 SERIES DESIGNER FIXID WINDOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR R£OUIREMENTS. A EXTERIG ELEVATION 1-1/ A' MIN. EMBEDMENT 1/ 4' MAX4- SMIM SPACE ONE IT vM0 SHIM AS REO'D BUCK By GTHERS SEE NOTES) vtNDOW FRAME IMTALLATI'MN ANCHM 0 3/ 16' DiA. TAPCON V JAMS GLAZING cTYP. SEE NOTES) ttt CAULK IETWEEN vT9 BUCK t w:S' r OPENING If OTMCRs C PERIMETER CAULK BY DIMCPS r I 1 CAULK IETvEEN vtNY+v FLANGEi VWD DUCK E%TERI72 FINISH CONCRETE BY OTHERS 13R MASONRY vINDOw WIDTH By TU OTHERSSECTIONB— B A EXTERIOR ELEVATION wINa HEwI 8 B o • INTERNATIONAL INC MIN. N" r. FLORIDA EXTRUDER S SANFORD, FLORIDA EwBEgIENT ONEV WOOD A i TITLErLANGE INSTALLATION DETAIL CONCRETE KADER W/I BY BUCK HOCK ITOT.gRS DESIGN_R F[xED WINDOW 1000, 1750, 6 2000 SERIES DRAWN BY: BB APPROVED 8Y: n+1 62 91DATE:D2/12/02 SCALE: NTS DVC.: FLEX0035 FKFr() .. HV[ TKH lco o H U . 9" HRNwtI?w N.K. LT.( NM-4H.RY. hWN H W. A<K 10 G-O(f N1 1) C:-dA ONE HY SUCK it OTHERS CAULK BETWEEN WINDCv - FLANGE L SrEATKiNG PLYWOOD c-fpj By ETHERS EXTERIOR FINISH BY OTHERS ER:mCTER CAULK IT OTHERSOTHERS vWDOv FRAME HEAD WIDOWME76HT ExTE?.OR WINDDW FRAE SILL PEa1NETER CA,;LK BY DINERS Ex'ERICRFINISH IT CTMERS SHIM At PEO'D SEE NOTES) GLA2:MG (TIP. SEE NOTES) SKIM AS REO'D SCE NCiES) CAULK SETWCEM WINDOW FLANGE tLOFE IT WOOD 41 CAULK tTv EN. WOOD 0:x t MASOUP.• OPENINGITOTMERS CONCRETE SECTION A. —ANASD,*, by GT• CIS INSTALLATION ANC. -CA t;0 SCREv WILD DOWN By OTHERS GALA APPLIES TO SILL)1N) S"M AS PEO'D. AT 1Ce wSTA IAWN ANCHOR WITH LOAD BEARIMC SHIM. MAX. ALLOWABLE SKIN STACK J0 BE t/A'. 2) WINDOW FRAME MA'E21AL- ALJAUNUM ALLOY 6D63. rt-S/a• Hun. 3) TAPCON INSTALLATION ANCHORS AT SU MUST BE OF SUFF,CIENT .TM. TO ACmi:-je- F EMBEDMENT MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CWRc . 110 INSTALLATION S.'REWS AT MEAD &JAMBS MUS BE OF SUFFiC:ENT LENGTH TO AC%iEvE 1-3/a' Law EMaEDMENT INTO WOOD FP,AMWG AND BUR.D DOWN WMeME REOUIREO. INSTALLATION ANCHORS k SCREWS TO 6E PL4C-r3 6 IN. FROM CORNERS k 24 IN. O.C. MAX. A) USE SIICONIZED ACRYUC CAULK BEHIND WNNDOW FLANGE AT MEAD. S.L k LAMES. S) USE SRJCONaEO ACRrUC CAULK FOR PERIMEMR SEAL AROUND EXTERIOR OF WINDOW FLAMM. 1; 0. MAX. 6) CLASS THICKNESS MAY VARY PER TOE REOUINEMENTS OF ASTM E1300 CLASS SKIM SPACE CHARTS. SINCLE GLAZING IS SHOWN, INSULATING CLASS IS ALSO OUALIFIED. 7) SUILO OOWN AROUND CURVED PORTION OF WIIOOW FRAME TO BE XNGIQ-RED By OTHERS. BUPWO DOWN MUST BE OF SVF,-"k''T STROWN TO ADEDUATELT TRANSFER LOAD FROM WWNDON To THE STRUCTURE a) FW IDA EXTRUDERS 1000 SERIES OES00 WIEOw SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LAIR USE OF TwS PRODUCT To THESE TWO COt0VufiATpNS. THIS SHEET APPLIES TO ALL CONFGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. d 2000 SERES DESIGNER FIxED w:NDOw FRAMING SYSTEMS. 10) w*4,Ow UNIT CAN ALSO BE MULLM TO OTHER LvsTS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REO(KREMENTS. SUCK nEIGMT 1/A- MAX. SHmN L"E:E EXTERIOR ELEVA'10N 1 LYE MCEIYTRAL FL fDrZiDNAM. B. 0. 4.F, BUCK' BY OTHERS _ I--- gY +. N A ,] 7 7. I 1 S WSTALIATIDN ANCif? _ — E '•l 7-^ t rr • i n .I 3/16• DNA. TAPCDN I c:' RUCK WIDTH TWO Sr FRAMING HT 0MCRS SHIM AS PEED S-_E NOTES) 9 EMBEDMENT 1/ A• MAX. SMaN SPACE CAULK IETvEEN TWC AT SUCK t .CONCRETE BT CTNERS INSTALLA7I3N ANCrQR co WTNDDv FRAME 1 y I r Q C. DETVEEN TANI ` vLYDOW Flub[ GLAZING cIYP. 1 t Ya^ D BUCKSEE NOTES) d Q I ER CAULK rASONRrHIE SY DTRSByOTHERSByOTHER'S WW3Dv vIDTH CXTER;a, R FINISHC; CTION E—B By OTHERS mM0.'W WIDTH A I j1 1 A EX - EPIC E:cVAT10N c•.NNv N HNM,Kt Nc.Ox• NM RY..HJ.r H. sJa ))c K•MNN. INply w. •.pK sH sH:-NM: lr •p L:oa SHEATHING Br C:HERS 9 INSTALLATION ANCHOR SCREW V IT OTHERS PERIMETER CAULK BY OTHERS FIN. fRAIK MCADER ExTERIOR PERIMETER CALK BY OTHERS ExTER10R FiNISN-1 BY WKRS WB VISTALLovow ANCOR SCREV (TIP.) n HEas A E0 CAULK BEHIND FIN TvO BY BUILD DOvH )T OTHERS SmIm AS REO'D. I) SHIM AS REDO. AO.IALENT 70 EACH NISTALLA:40N ANCHOR WITH LOAD BEAR04 tSEE NOTES) SMAL MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALWINU I ALLOY 6063. Ud. MLi 3) USE ST.ICONIZEO ACRYLIC CAUL( BEHIND WWICOW F.N AT HEAD. SILL k .IAMBS. Fb„ VACE s; ED ACRYLIC CAULK FOR PERatETER SEAL AROUND ExTEACR Of WINDOW FRAME. S) GtA55 TmoCKuESS wr vAfi' PER RE7.KR4 ASTu CLASS QUALIFIED. CHARTS. SINGLE P.AZ+r4 K SHOWN, uNSULA:ING G.ASS IS ALSO GIKBIEO. CLASSN. S 6) SCREW ANCHORS AT MEAD,-SN.L k JALQS SHOULD BE is SCREWS Of SUFFICIENT LTH. TO PROvICE MIN. 1 IN. MoL, EuBEDMENT INTO WOOD FRAME. PLACE /B SCREW ANC1gRS.6' FROM CORNERS AND 24' O.C. MAX.. TO 9C Y ED BYOFWINDOW NGMOF TO ADEQUATELRAMEOTHERS. BI.BBURA OOWN MUST BE SUFFICIENT STREICN TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 6) FLORIDA EXTRUDERS 1000 SERIES DESKYKR WINDOW SHOWN. THIS PRINT ALSO APPUES TO FLORIDA EXTRUDERS 1750 SERIES t. 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONF101JUT10NS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES 70 ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750. k 2000 SERIES DESIGNER FIXED WINDOW FRAM94 SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING (TYP. SEE NOTES) FIN FRAME SILL SM/H AS 1%D'D. SE[ NOTES) / YI IWL SILII SPACE A fvp BY FRAMINGEXTERIOR ELEVATION IT OTHERS CAIIut BEI(InD r.I( r; jLIA=ate' s 1.pall E'lf4CMl 1 . SECTION A-A— f AYrt 114' INK 49 INSTALLATION L171 SPACE ANCHOR SCREV (tif) SHIN AS REO'D. O FRAMING IT OTHHERSSEENOTES) CAULK BEHIND FIN FIN fRANE jAN2 GLAZING (TTP. — SEE NOtEb L rot ERKBQt EXTERIOR EXTE?TOR FINISH BY GT.ERS j LvtwvvirN PERIMETER CAULK By OTHERS SECTION B-B ATtt A EXTERIOR ELEVATION FLORIDA EXTRUDERS INTERNATIONAL , RIDA T'LE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750. & 2000 SEIR.IES DRAWN BY: BB I APPROVED BY. DATF02/14/02 -SCAMNTS DwG.: FLEX0037 1tMSA N HMw [o ftw Lam. IM +Ts+Tp4 ". "Ic YM. ROOF w .t ne c — I /u yf _'- CONCRETE OR SHIM AS RE'C'D _ MAS,IY OPENING (SEE NOTES) BY OTHERS CAULK BETWEEN DOOR FLANGE i WOOD BUCK CAULK BETWEEN PERIMEYR WOOD DUCK t CAULK BY NAS'Y. OPENING OTHERS 87 OTHERS STUCCO BIT- OTHERS G INSTALLATION ANCHOR 3/16• DIA. TAPCON INSTALLATION ANCHOR is SCREW (TYP. WHERE ONE By WOOD TAP:C)NS ARE HOT REO•D ) BUCK BY OTHERS 1 I/6• MIN. Er.B£DNENT SLIDING GLASS DOOR iRAMf 1 I/4• MAX. JAMB C F SHIM SPACE t!: B TEMPERED GLASS INSTALLATION ANCHORR8SCREWCTYP. WHERETAPCONSARENOTREO'D-) SLIDING GLASS DMR FRAME HEAD TYP.) PERIMETER CAULK BY OTHERS SG.D. WIDTH — I/A• MAX. SHIM SPACE I I/A• MIN. EMBEDMENT I ONE DY WOOD BUCK BY OTHERS CONCRETE OR OHOPENING By .—, BrOTHERS 1NSTAlLATION ANCHOR CAULK BETWEEN 3/ I6' DIA. TAPCON WOOD BUCK L ' I NAS'Y.:OPENING BY OTHERS SLIDING GLASS DER a CAu•K BETWEEN rGOK STRTRIP L IP ` HOOKSBUCK 1- I/4' MIN. ENS-DMENi 1 ONE PY WOOD BUCK BT OTHERS STUCCO BY OTHERS TEMPERED QVIRAL-RAM.. BAO.A.,Vt EMPERED GLASS GLASS ( TYP.) - SECTION B'A"3tkM AtlliL !fM (TYP.) SLIDING GLASS DOOR DOOR ! r• s X r .. t 1P r INTERLOCK MIGHT MASTER FILEt HOOK STRIP DETAIL T SLIDING GUESS I to FRAMESILL1 I CAULK BCTWEEN G WOOD BUCK t MAS'Y. OPENING BY OTHERS SHIM AS REO'D. S_E NOTES) INSTALLATION ANCHOR 3/16' DI& 7APCON CAULK BETWEEN DOOR FLANGE t WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS It DOOR NATERIA4 ALUMINUM ALLOT 6061 21 TA/ CON TYPE DKTALLATIQT ANCHORS MUST K OF UFF1CIENt LENGTH TO ACHIEVE KIM CNKDNCUT Or 1- I/4' INTO NASONY OR COrCKTC. 3) ALTCkwATt TAACON INSTALLATION ANCNMS FtONT TO SAU IN ALL FRANC MCNKRS. u TAPCON ANMUNOR CHART ON BACK W IMIS SKCT. -... b USESAICONOZCDACRYLICCAW" KNIND DOOR FLAMM AT WAD t JANSS 6) USCSILICDGZCDACRYLICCAULKFORKR:NCTER SCAL A*OKMD EXTERIOR Of"DOOR. 7) IFEXACTDOORSIZEISMCILISTEDINANCHORCHART, USE ANCNOt-Qt)WTITY.LlSTCD W:TH NEXT, LAVAR SIZE, fOR'THE APMO RIATC DESIGN PRESSURE RCD'A ` h Fix ) o=,F DOOR AZCS USE CLOSEST SYPASS DOOR SIZE L CONriGURATJOM t0 FDtlSCD OPOMINI. PLACC'TA CONL IN FROHT Of NOOK STRIA AS SMOWK GLASS THICKNESS PAT VARY PER KOLTREHENTS Of ASM E1300 GLASS CNMKI 10) ALL FACTORY APPLIED HOLES NOt KSIUNATCD FOR TAPCON AmCmM SMOLLD K nLLCO viTN w SCtCvS 6 SMFFttlCNT LEN6rN TO PR&AK NINE S/r EmKDMENN% INTO ANOOD it" I :. U) DOM ( MIT n AP RO EV USING T6PCRS0 GLASS IN SINGLE GLAZED OftINSDIAtING GLASS Ib JAMB / SILL CORNERS ARE TO DE SCALED VIM A SHALL JOINT SCAM SCALER. 13) SKINASREO'R AT EA SET OF INSTALLATION AHENOK. NAVE ALLCNASLE SHIM STACK Y 4 K1/A'. I., ALL INSTALLATION ANCHORS NUST K NA/C Of CORROSION ACSISTANT MATERIALS. ISM AHEM •X• RCPRESEN:S MOVING PANEL AND Ir REPKUMTS FIXED PANEL APPROVED Ai CONFIGURATIONS ARE AS LISTED ON ANCP R CHART ON SACK Of TIS SHEET. 16) 107ALLCOSICWATIOTSLISICDADOVEARCSmoNONTHISDRAVING. HOWEVER INSTALLATION EXTERIOR ELEWA-: ON SECTIONS -A-A. 'I-r, L NOOK SINIP K%AtL APPLY t0 INSTALLATION OF ALL APPROVED. , EV,3E17) INSTALLALLAONEDPENT 2 PANELDOORSH3VNCDNNEJtAACO1INEACH AJR7 fACTRY APPLIED IN:TALUTION HOLES UNLESS NOTED v A {I • I- 1/6' MIN.OTNEW ffSE O+ ANONGR CHARt. SEE SACA OF THIS WIT. 1b FLORIDA EXTRUDERS WOSERICSSLIDINGCLASSDOORISSHOWNTHIS R.nt ALSO APPLIES to p 2000 iCRIES AND S00'SERIEi. _. .. __ ... . a A • ° .. 0. ; REVI DESCRIPTION DATE INI j T EXTRUDERS LIBERALLY APPLY K ,N=;..-_ i L IJ P 1 D A INT: INC. SaHFDRD - Ft. CARJLK UNDER SILL INSTALLATION ANCHE? K OF SET SILL INBEDTITLE: SLIDING GLASS DOOR 0< CONCa£tE 3/ 16' DIAL TAPCON SECTION A -A INSTALLATION WITH TAPCONS VKAw94 BY:3B APPPOVED BY: tag 'L DATE:10/ 25/01 SCALE: NTS DVG FLEX0021 i -—WA t. PAROu[ t L APtLIGtKb CWW crol1N4 W, DS0 MTCANA710.4 PAW _ SVI7C I%. K(ATP%11/, heft!:.. W4, A07-m-sus FAA N7-L'S-!]N INSTALLATION ANCHOR — DOOR WIDTH /A' MAX. SHIN SPACE TWO Hr WOOD INSTALLATION ANCHOR SHIM AS R£'O'D R8 SCREv R8 SCREW SHEATHING (SEE NOTES)_ 1-1/B MIN By OTHERS EMBEDMENT By H WOOD By OTHERS By OTHERSCAULKBETWEENTWOBYWOODSLIDINGGLASSDOORrLANGEBYOTHERSFRAMELSHEATHING - Dl%MJAMB CAULK BETWEEN MON STRIP L SHEATHING SLIDING GLASS DOOR I SHIM AS RCO'D. STRIP 1 f 1/A• MAX (SEE NOTES) 1 SHIM SPACE INSTALLATION ANCHOR 1-I/8' HIM i*1/8' r.IN RB SCREW EMBEDMENT . EMBEDMENT zTEHPERED GLASS STUCCO (TYp) CAULK BETVE£N OR SIDING DON RANGE By OTHERS L SHEATHING SLIDING GLASS DOOR rRAHE PERIMETER HEAD ` SHEATHING CAULK BY BY OTHERS OTHERS PERIMETER SHEATHING CAULK BY by OTHERS TEMPERED GLASS TEMPERED OTHERS STUCCO (TYPJ STUCCO OR SIDING GLASS <TYPJ OR SIDING BY OTHERSBYOTHERSSLIDINGGLASSDOOR Aif :: f.,.'Ti..1i. '. •.. .. - INTERLOCK .. _. E.' Mks 2 r HEDT HOOK STRIPSESECTIONfi-$ DETAIL dot' uD SLIDING, GLASS. DOOR FRAME stu D I6mR MATERIAL: ALUM1N17! Atom 6D61 bADINSTALLATIONSCREWSMUST /E OF StrFICiENT LENGTH TO ACHIEVE HIN EMHEDNENT OFI-1/D'. INTO WOOL .TAPCON_ IPE INSIALLLAIM AA0<M AT SILL MUST DE Or SUFFICIENTLVOTNTDACHIEVEMINEMAC°EH: Or 1-1/4• 040 MASONRY OR CO CRETC .. 7) IMSTALLATION ANCHOR CHART ON BACK Or THIS SMELT. - aLSESIUCORZEDACRYLICCAULKIEQMDDOORFLANGEAT HEAD t JAMM DH USE SILICOHIZED ACRYLIC CAULK FOR ERINETCR SEAL AM" INTERIOR OF DOOR. 4) IF EXACT DOOR SIZE IS HOT LISTED IN ANCHOR CHART. USE ANCHOR OUAMTITr LISTED VITH NEKT LARGERSIZE. FOR THE APPROPRIATE DESIGN PRESSURE R£D'A-_.. TMFORPOCKETDOOMSIZCSUSECLOSESTBYPASSDOORSIZEtCOMFIGAHAII m to FINISHED alEHIHMG PLACEINSTALLATIONANCHORS. IN FRONT OF M= STRIP AS SM OVK . 8) GLASS TMICKM4SS MAT VARY EOUIRCCNTS OF AS7M EIJDD GLASS CHARTS ` PERRDOOR VqT IS APPROVED USU4 TEMPERED. GLASS IM SINGLE GLAZED OR IMSULATP4 GLASS 10, JAMI /-SILL CORNERS ARE TO DE SEALED WITH A SMALL JOIMT_'SCAM SEALCR -' 11) SHIM AS RED'D. At EA SET Or INSTALLATION AHCHQS MAX. ALLOVAILE $HIM STACK TO FF 1/4'. 12, ALL VdTALLATIOM AHEMKERS MUST DE MACE Or C7JOSION RESISTANT MATERIALS 1bVKRE 'r RCIRCSEMTS MGMING PANEL AMD •0' R£MKSENTS rIXC PANEL APMvED COIIGWATUMAREASLISTEDONAMCmOR0-w4l ON DA" Or THIS SHCET, 1 EMBEDMENT EXTERIOR ELEVATION ,.' S CTIONSALLc G'11rLHOOLISTEDTRIPOCTAALAPE ARE .T fo I?S YIDATIONOr APPROVED -And 1- 1/4' MIN 2 PANEL DOOR SHOWN .. ISM FLORIDADIDSILS A D 1000 SERIES AILING G.ASS DOOR Sf SMOVMa THIS PRINT ALSO APPLXS f0 200ISERIES. AMD 900SERIES. REV DESCRIPTION DATE IN' EXTRUDERS IIBERAtLT APPLY wLKDw L4(DER SILL L IN'i. INC. SANFORD F.L- OR SET SILL IN' BE _ INSTALLATION ANCHOR Or CONCRETE 3/I6' DIA. TAPCON. TITLE: SLIDING GLASS DOOR INSTALLATION' WITH #8 SCREWS=_ _.. SECTIaNA -A. N1A DRAWN BY: SB _ - APPROVED BY: 7 F . ZUl1L ATE: i2/17/01 SCALE: NTS DWG #FLEXM7 sMT 1 Dr n.. TR t. MDDNCT L AMP KATIC M SM UMURUG. RC. 2-2 MMTCAMMTm ft NkvY. 1:KtC tit. c.lwmw. rum:M. 327". All-m-m 1'..0-915-83At 1000 P.V DESIGNER 10OO P.V DESIGNER SILL (TYP- SILL (TYP.) 08 X 3/4 SELF f8 X 3/4 SELF TAPPING SMS TAPPING SMS IX2X1/8 iX2X3/8 TUBE MULLION TUBE MULLION SEALANT HETVEEN MuLLION S SEALANT BETVEENlFLANGES 9 X 3/4 SELF 6 -08 X 3/4 SELF TAPPING SMS FIEAiIWINDOiTAPPINGSMS HEAD (TYPE CTYPJ BETVM V FLANGES SOON A -A (1) SECTION A -A (2) L MULL.10( 1000 P.VJDESIGNER SILL (TYPi . 1000.P.VJDESIGNER SILL ITYP.). 08 X 3/4 SELF TAPPING SMS T1X27/16%i/8 TUBE MULLION fe X 3/4 SELF TAPPING SMS 1X27/16X TUBE MULLION SEALANT VDGOWFANGES L6. MLLII11 4;k 6 "--MB X 3/4 SELF IOW Sx TAPPING SMS HEAD (TYPE wLAN EN SECTION A —A (3) VDWt MULLION r WN P.VJDESIGIIER SEALANTvDi LAWISA1 (TYPE a mum" LZ` f8 X 3/4 SELF T MS 1 X 4 X VS/ TUBE MILLION 1B X 3/4 SELF L- 1000 S.M. TAPPING SMS MEAD ( TYP.) SECTION A —A (51 APPLIES TO HEAD & SILL WHERE 1' X 4' AUX6 ARY DETAIL 2 X 4' TUBE MUWONS ARE USED O' Ot ADDRIO AL ANCHM, WEN REOUVIED> O SHEATHING O O INSTALLATION ANCHOR 68 WOOD LLION, . SCREW (TYPJ EXTERNAL MA.LIIN1 LINSTALLATION CLIP TMr0 BY WOOD BUCK BY OTHERS 1000 P.W DESIGNER SILL ( TYPE MULLION APPLIES TO HEAD k SILL WHERE 1' X 2' f8 X 3/4 SELF i 1' X 2 7/16'.TUBE MULLIONS ARE USED TAPPING S14S DETAIL 6 2X4X3/ 8 TUBE MULLION INSTALLATION ANC" 108 HOOD SCREV cnrP. NOR1Z CLIP L1 1/8, MIN. IT_ EMBEDMENTEKBEDMEW18 X 3/4 SELF 1000 Sx TAPPING SMS HEAD ( TYPJ f8 X 3/4 SELF TAPPING SMS SECTION A —A (4) IBoo HEAD CTTP.) . 1000 P.WJDESIGNEa SILL ( TYP.) SECTION A —A (7) F $' O TAPPINGSMSgA1 % 4X3/9 TUBE MLLLIZ512C" CYR i+AW rv- f8 X 3/4 SELF 1000 SA TAPPING SMS HEAD ".) SECTION A -A (6) DE7eD.. s- r FLORIDA EXTRUDERS INTERNATIONA'4INc SANFORD. FLORIDA Tm- E:SER, 1000/1500 FIN SHEET 1 OF 2. - TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES_ DRAIN BY: MSH APPROVED BY. DATE: 2/6/02 SCALE: NTS - DWG.: I HMF I NTR SEALANTWINDOW FLANGES 1000 P.W DESIGNER TYPICAL M ojA TL1 O'.iRMB " SILL CTYPJ ( APPLIES TO USE ULUO 1' X 4• Q DETAIL B I. MULLION 1000 P.V DESIGNER ec 2' X 4' TUBE MUILIIX ARE USED) SILL CTYPJ #8 X 3/4 SELF8x3/4 SELF TAPPING SMSTAPPINGSMS CONCRETE OR MASONRY —\ BY OTHERS 1 X 2 X 1/8 1 X P X 3/8 INSTALLATION ANCHOR 3/16• DIA. TAPCON SCREW MOM CTYPJ TUBE MULLION TUBE MULLION EXTERNAL MULLIONtiSEALANTBETWEENONEBYMOODINSTALLATIONCLIP WINDOW FLANGES MULLIONV F.NTiRRA•L FLOp MA B.O.A.F. BY OTHERS Q 8 X 3/4 SELF #8 X 3/4 SELF MASM F i / MUlLLMN 1000 S.K TAPPING SMS _ I000 SJi TAPPING SMS ! HEAD RYPJ HEAD CTYPJ SEALANT BETWEEN v+ s SECTION A -A (1) SECTION A -A (2) J MULLION 1000 P.W DESIGNER 1000 P.V./DESIGNER SILL TYP. P.V./DESIGNER SILL CTYPJ SILL CTYPJ SILL CTYPJ Q 8 X 3/4 SELF iM8 X 3/4 SELF #8 X 3/4 SELF T I' SMS TAPPING SMS 1 X 2 7/16 X 3/8 TAPPING SMS I1 BE MULL X 1/8 2 X 4 X 3/8 TUBE MULLION TUBE lft1LLI0P1 F. -1 BED MIN. TUBE MULLION EMBEDMENT SEALANT BETWEEN! WINDOW -FLANGES SEALANT L MULLION V.-- FLANGE L MULLION 8 X 3/4 SELF #8 X 3/4 SELF A . Joao SA. TAPPIW SMS lODO.SIL TAPPING SMS _.. HEAD CTYPJ HEAD CTYPJ _.. raN FLBAM s SECTION A -A (3) SECTION A -A (4) = = 8 X 3/4 SELF L IU UM14 1000 P.W DESIGNER TAPPING SMS - 1000 P.W DESIGNER SEALANT BETWEEN r SILL CTYPJ 1000 SASILLCTYPJWINDOWFLANGESJHEADCTYPJ8X3/4 SELF U 'L 8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 x 4 X 3/8 SECTION A -A (7) VIEWED FROM EXTEMOR TUBE MULLION 1X4X1/8 TUBE MULLION FLORIDA EXTRUDERS Rn° nomA Tr1zz. SER. 1000/1 500 FLANGE SHEET 1 .OF. 2 I TRIPLE HORIZONTAL MULLION SECTIONS._ V SEE OTHER SIDE LSHEET2 OF 2> FOR DESIGN..PRESSURE CAPACITIES 8 X 3/4 SELF #6 X 3/4 SELF - TAPPING SMS 1000 TAPPING SMS _ 1 8 HEAD RYPJ 'B CTYPJ DRON BY. MSH At'PROVED HY SECTION A=A (5) .. _..:.SECTION:A-A (6) DATE:2/6/02 SCALE NTS :." Dlrc.: 1HMFLGTR 9 1000 P.V DESIGNER APPLIES TO HEAD do SILL WHERE 1' X 4' IDDO P.V DESIGNER & 2' X 4' TUBE MULLIONS ARE USED SILL .(TYPa SILL CTYPJ AUXILIARY PLATE 6mt AOMTUK44L ANCHM. VKM ecotmxm DETAIL C S SELF 08 X 3/4 SELFMSTAPPINGSMSSHEATHING i X 2 X 1/8 1 X 2 X 3/8TUBEMULLIONTUBEMJLLD7N — — INSTALLATION ANCHOR ItWQDFIANGESNMSCREW CTYPJMULLIONQ EXTERNAL MULLION INSTALLATION CLIP TVD BY VODD HY OTHERSSEALANTBETWEE3/4 SELF \-IIB X 3/4 SEI i, nuL tsA a I--+. WINW IFLANGESON1000 SH TAPPING SMS 1000 S.IL TAPPING SMS /y HEAD CTYP.) HEAD CTYPJ OR -A ! NAM MULLION SEALANT BETWEEN SECTION A —A vIMDOvFLANGESSECTIONA —A (1) 'lORlta4 U S L MULLION.. t1ELA0..1 . ID00 P.WDESIGNER I600 P.V./DESIGNER ER FRY li rSILL (TYPa 1f - .... SILL ( t8 X 3/4 SELF / s8 X 3/4 SELF -UM P.VDESIGNER - r a a r' A TAPPING SMS TAPPING SMS SILL CTYPJ 1 1X27/ 16X1/9 1X27/16X38 ( L_A / TUBE MULLION TUBE MULLION ;8 X 3/4 SELF TAPPING SMS 2X4X3/ 8 TUBE MULLION; SEALANT BETWEEN5 1 1/8' MIN L MULLION EMBEDMEN BEYDIlQb SEALANT BETWEEN - VIEWED FROM CaEAIOR VDIDDW FLANGE DETAIL B 'APPUIM TO HEAD t SILL-WIMX V X Y LMULLION .. .. .._, _ i 1' X 2 7/16' TUBE IULLX)NS ARE USED' s8 X 3/4 SELF e8 X 3/4 SELF,,, IOOO. SH TAPPING SMS 1000 S H TAPPING SMS HEAD CTYPJ LEAD CTYPJ _ SEALANT BETVEEN SECTION .A —A (3) SECTION A —A (4) "u SC ANCIldt e voDc sCKv WINDOW FLANGES (TTPJ L MILLION 1000 P.V DESIGNER . SEALANT BETWEEN 1000 P.V DESIGNER m CLIP r SILL CTYPJ L ION DOW FLANGES SILL CTYPJ TAPPING SMS rf8X3/4 SELF N8 X 3/4 SELF TAPPING SMS TAPPING SMS 1000 S.M. SECTION A —A (%) I Or JOK 1 X 4 X 1/8 1 X 4 X 3/8 HEAD (TYPa EMfEDMEIIT TUNE MULLION TUBE MLILLI[1ri FLORIDA EXTRUDERS AT1ONAL 1xc SANFORD. FLORIDA 1=: SER. 1000/ 1.500 FIN SHEET 1 OF 2 T':• t s. TWIN ' HORIZONTAL MULLION SECTIONS r _ sSEE OTHER SIDE (,SHEET 2 OF 2> FOR IFS X 3/4 SELF N8 X 3/4 SELF _ ; DESIGN.. PRESSURE CAPACITIES TAPPING SMS = 1000SFi -:.TAPPING SMS 1__ 1000 S H HEAD CTYPa MEAD crYPa F ZQ kkkN BY: MSH APPROVED BY: SECTION ` A —A (5) SECTION A —A (6) DATE:2/6/02 SCALS:NTS nec.: 1HMFINTW SExjw K- VE-i1 WN. mw FLA.tiuES L NU'=1fiK 1000 P.lw,/DESIGKER I SILL (TYP.) u8 X 3/4 SELF TAPPING VIS X2X I/? Tj._ laLL124 SEA .ANT 3: i1JYEV W h3CW FLANGES- L MNJLLIOV r t•-*B X 3/4 SELF f. SW, TA..°P!Wj SMS SEAL ANT BETVEENr:1ON A -A (1) L'ik=- .( rLAhES S !" JLLWIC 1000 P.W./DESIGNER SILL CTYP.) bB X 3/4 SELF TAPPING SMS Jr 1 X 2 7/16 X 1/6 r— IFin TUBE MULLION SEALANT 1ETWEEI+ W- aNW.rFLAaT,ES- L xJ LICNCOO P.11 DES:wVER TYPICAL 1AULUON TO CONCRETE 0 JAMS rS'. LL (TYP.) X A* -jUeE MU UONSP-LIESTOJAMSWHEREIA. USED) Q'! I 98 X 3/4 SELF ! I• TAPPING SMS I} iBY CONCRETE DR MASL•NRY t BY OkERS ;• X 2X3/3. I ChE SY YNTR FLOMA $.-O.AF. ='BUCK-_oTr;=rs NAM` k'iAlii3FACi ! SM TAPPING SM.SMESECTION A —A (2) / r EDP: P.W./DE_=NER 1000 -4 /DESIGNER - Sill CTYP.) SILL RYP.) Q c8X3/4 SELF 1 TAPP,'. tiG SMS -*S X 3/4 SELF I X 2 7/16 X 3/8 TAPPI`'G SMS TUBE MUL03ti `2 X 4 X 3/8 11 T::BE MILL I ; : 1 SE4L4% t BETWEEN v/ N aW FLANGE L N:, 00: S X 3/4 SELF \- 8 X 3/4 SELF 10OD Sy. TAPPING SMS `-11= S.µTAPPI:vG SMS HEAD CTYP.) HAD (TYR) SEALANT BETWEEN SECTION A -A (3) SECTION A —A (4) WINMWFLArXiEsMU LLLI& 1D0D P.r DES:dv_R SEALANT BErd'EEN r-1000 P.W DES1GtiER SELL ( TYP.) WIND04 FLANGH ; SILL ('YP.) A8 X 2/4 SELF L Mtil[S t ( tt8 X 3/4 SELF APPING SKS TAPP1NC SMS I X 4 X 1/8 1 X r4 X 3/8 8' ;LLyu: / will_ *_tLll rall 6 \•- X8 X 3/4 SELF 4 \—#S X 3/a SELF 1060 SATAPPING SMS > Iox S.y. TAPPING SMS HEAD ( TYPJ MEAD (TYP.) SE.^.. T'3N A - A (5) rT. R A —A x6.. 8 X 3/4 SELF TAPPING SI•!S t- : DD. S.H. HEAD CTYP.) SECTION A —A (7i nElA L p INSTALLATIuk ANChuR 3/16• DIA. Ta= Cr SCXW Ax^L^Q'c'YPJ EXERNAL KJLLIC'NDiiTALLA' IQN CL:P wai. LlLv'1 1 1/4' MIN. F_ EVATiON V! NEC FROM EXTERIOR f ice`SER. _ ICOO/ I500 FLANGE .SHEET i Of TWINHORIZONTAL MULLION' SECTIONS SEE v l L i[ J : JL i'SHEE T 2 U.F. C) FORDESIGN PRESSURE CAPACITIES .. FEB 15 Z imm BY:MSH APPROVED BY: tDATE:2/4/ 02 SCAM r'S ' DWr..: ; HMFLGTW 1000 P.VJDESIGNER SILL (iYPJ 1000 P.VJDESIGNER SILL (TYPa AUXILIARY PLAT£ vaA " KTMWA. AID$, v1EN REGMEW :. APPLIES TO HEAD do SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED O t8 X 3/4 SELF 8 X 3/4 SELF DETAIL C TAPPING SMS TAPPING SMS SHEATHING O_ I X 2 X 1/9 IX2X3/8 O TUBE MULLION TUBE MULLION BETWEEN MAlMN INSTALLATION AIR s8 WOOD wlWv SCREW (TYPE. L MULLION EXTERNAL MULLM INSTALLATION CLIP CENIRn MBA S.O.AE BY WOOD CNESEALANT.BE7VEEN s8 X 3/4 SELFFLANGE L MULLION S- 1000 S.M. TAPPING SMS 8 X 3/4 SELFWINDOV1000S.TAPPING SMS . tjITAC BY THERS N MEAD (TYPJSC4LAMTBETWEEN FLANGES SECTION A (1) MEAD- CTYP.) SECTION A=A (2MULLJM) ° R/A4 FOPut>B+ WINDOV —A • E 1000.P.VJDESIGMER SILL (TYP.) I000 P.V./DESIGNER SILL (TYPJ ft"n S A 8 X 3/4 SELF 8 X 3/4 SELF 1000 P.V DESIGNER TAPPING SMS TAPPING SMS SILL CTYPJ 1 X 2 7/16 X 1/8 1 X 2 7/16 X 3/8 L_ A / TUBE MULLION TUBE MULLION 8 X 3/4 SELF TAPPING SMS 2X4X3/8 USE MULLIONSEALANTBETVEEN VD% V FLANGES 1 1/8' MIN a MULLION EMBEDMENT fl.tY6DQt!'-- -- SEALANT BETVEEN VIEM FROM EXTERUOR WINDOW FLANGE MULLBk1 DETAIL 8 APPUES N MEAD k SILL WMM 1' X 2' i 1' X 2 7/16':TUBE, MULUONS ARE USED t8-X 3/4 SELF 1000 Sj.L .TAPPING SMS 08 X 3/4 SELF 100p SI.L TAPPING SMS aaa,ac HEAD CTYP.) HEAD CTYP SEALANT BETWEEN SECTION A —A U3) SECTION A —A (4) Alan AMaoa .. WINDOW FLAMM$ H74 w VDam SNtEv c MULLB?N Tm 1000 P.VJDESIGNER SEALANT BETS SILL CTYPJ WINDOWIB S 1D00 P.VJDESIGNER SILL C7YPJ - 8 X 3/4 SELF MOM CLIP 68 X 3/4 SELF TAPPING SMS 8 X 3/4 SELF TAPPING $MS l TAPPING SMS L SECTION A —A (7) I1X4X1/8 1 X 4 X 1000 SM, HEAD (TYP.) j 1 t/w Nut TUBE MULLION - TUBE M1U IONMULLION FLORIDA EXTRUDERS IlQ mATIoNPL; axcSAWORD. FWPMA ME:SER. 1000/1500 FIN SHEET 1 -OF.2 T. 17r HORIZONTAL MULLION SECTIONS ' SEE OTHER SIDE (SHEET 2 OF 2) FOR r8 X 3/4 SELF TAPPING SMS r8 X 3/4 SELF SMS 1000 DESIGN PRESSURE CAPACITIES 1000 SH HEAD (TYPJ' . - S.M.TAPPING HEAD (TYP.) A DRAIN BY: MS H APPROVED BY: SECTION' A —A (5) SECTION A —A (6)-tQQ, neTE 2/6/02 SCALE: NTS nxc.: 1 HMF IN IL 000 P.W./DM-3NER SOLI ME X 3/4 SELF TAPPING SMS lX E XI/8 i SzA:AN FLAAwES3ETYEEaWiN7C'V ' t 1 P` SEALANT LANGESti—*e x 3/a SELF vDVD;+W FLANGES T4aPih:_ S1S rCAL. C IYP.) SEALA. VY BETJEEti , WtN2DW FLANC34 SECTION A —A ( L MJLLwK r 00 P.W./DESIGNER SILL ( TYP.', e8 X 3/4 SELF TarPING SMS i X 2 7/15 X 1/E TUBE MULLION SEALA'( T BETVEi WM=- W FLN-E!. L Ntt LWNN8 X 3/4 SELF 1D00 S:H. YAPPING SMS HEAD ( TYP.) SEALANT BETWEEN SECTION A —A (3 WINDOv FLANGES L K'LID1 1ee0 P.W./DESIGNER SEALANT BEtVEEM SILL ( 7YP.) VINDOW FLANGES - 08 X 3/A SELF L MULLION TAPPING SMS IX4X1/8 IUBL P7LtLIUN 1 1000 ?, W./uESIGNER TYPICAL MULLION TO CONCRETE 0 JAMe rS• l L (qYe; (A. -PLIES TO JAMS WHERE I- X I " J , 3 2" X 4" TLSE MULLIONS ARE S-ED) r r-*A X 3/4 SEI,F I i TAPP:." Yi SMS ! 1 CONCRETE OR MASONRY FtEI 8Y OTrtB j ONE. BY WEED Bv-X 51.OTHERS AJa'+NIRAL : ' LOMA B.Q.A.r. i "— *e X 3/4 SE.:" I I ts ' S • APPlhr SMS,MANtiJa'tiCl;Jii M.NAMj HEAD (TtP. LDR/DA FX`i'72uf.ERS I SECT ON A —A (2 I ZF$ in Fuse riCC P.Y./LESi:ntir t QUAIL—V a INSTA.'a,. 4TIFhAPCHCR 3461 W46 TAPCEIN S:. r:V ANCtCR :TYc.) EXTERNALKILLION INSTALLATION CLir r. iLID!i SILL (TYP.. Q f Aa X 3/4 SELF J•^D TAP?iNG SHSSILL (TYPJ 1 x P7/15 X 3/8 / I T[i3= MULLION 1 --4i+ 1 1/4' M!N. xe X 3/ 4 SELF EiiBEi>I~=tv7 TAPPING SMS 2 X 4 X 3/8 TUBE MULLION SEALANT BET.'EEN YINDGW FLANGE — L KJLLIOU 88 x 3/ 4 SELF IDOD S K TAPPI.NG SMS HEAD (TYP.) SECTION A —A ( 4i F/^ 1000 P. J./DESIGNER SILL (TYP.) 2 x 3/ 4 SEiF TAPPING SMS IX4X3/ 8 i F—Tin Tui: idul:tu. se X.3/ 4 SEL% TAPPING SMS am S.H. SECTION A —A (7i ELEVATION VIEYIEC FROM EXTERIOR IMM SER. 1000/ 1500 FLANGE SHEET 1 GF 2 HORIMONTAL PIULLIIO. SEE - IONS SEE LJ T HE R SIDE (S.HEE- 2 OF2)r GR re x3/ 4 SELF x 3/4 SELF i DESIGN PRESSURE 'CAPACITIES TAPPING SMS TAPf' i%G SMSS.F. HEADCTYP.) HEAD ( TYP.) !DRAWN BY: N;SH APPROVED BY: cFC-50N. A- A.(5) SECT;.^..": A (E:._. -,_.. _. '>i_ 2DATE:r 4/J2 SCALE:N DWG.: 1HNF1_G 5 c S low S.H. 1 X 2 X 1/8 1000 S.M. JAMB (TYP3 TUBE MULLION JAMB (TYPJ s9 X 1/2 SELF TAPPING SMS BETWE WINDOW FRAME M L MULLION s9 X 1 1f2 SELF TAPPING SMS SECTION A -A (13 1X27/16X1/8 HMO S.M. TUBE MULLION 1000 S.H. JAMB (TYP.) 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L MLLION 2000 P.V DESIGNER 2000 P.VJDESIGNER SILL CTYPJ SDl CTYPJ 8 X 3/4 SELF 0 X 3/4 SELF TAPPING SNS TAPPING SMS yl TTUBE MLLLim 1 % 4 % 3/8 TUBE MUL1.I@1 CONCRETE OR MASONRY BY OTHERS ONE BY VOOD_/ BUCK BY OTHERS Q 20 P.VJDESIGNER _. 8SILLCTYPS 08 X 3/4 SELF TAPPING SNS TUBE4MULLION Q TALLATION A40M 3/16' MA TAPCON SCREV ANCHOR CTYPJ. EXTERNAL MULLION INSTALLATMN CLIP M LLmm J L 1 1/4' MIN. EMBEDMENT DErin' X 3/4 SELF L. A - TAPPING SMS 2= &K HEAD CTYPJ SECTION A —A (5) ELEVATION VIEWED FROM DMIOR INC, FLORIDA EXTRUDERS nFLORIDAOASANFORD, r Tm.& SER. 2000-FLANGE SHEET -;1 OF.; 2 A:: r' ' c' HORIZONTAL MULLION SECTIONS • _, r SEE OTHER SIDE (SHEET'2 OF 2): FOR DESIGN PRESSURE' --CAPACITIES° ' Diuvw BY: MSH APPROVED `HY ? f l :j ti i DeTe: 2/4/0 ,— sc:NTS..: DwG:.-2HMFLG.;.::...—,— dy 2000 S.M.2000 S.H. JAMB 1 X 2 7/16 X 1/81gM8 CTYPJ TUBE MULLION _. 08 X 1/2 'SELF TAPPING SMS TWO BY WOOD DETAIL B= BY OTHERS 1 1/9' MIN... EMBEDMENT 1X27/16X 3/8 _ TUBE MILLION 2 X 4 X 3/8 \ SHEATHINGTUBEMULLION 08 X 1/2 SELF INSTALLATION ANCHOR s8 WOOD TAPPING .SMS SCREW t7YP EXTERNAL KXLION WINDOWSEALANT FRAAMEE W FRAMETWEENSEALWE i MULLION i MULLION D8 X 1-1/2 SELF081 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A -A (1) SECTION A --A (2) CENTRAL AREDA B.O AX-- i8 mANUFACNAM: TAPF r;wym flrJtR MAMRFILE # 1 X 4 X V8 1 -X 4'X 3/8 TUBE MULLION _._I1) 8E MULLION 2000 S.M. 2000 S.H. IAMB (TYPJ ,IAMB ' CTYPJ 08 X 1/ 2 SELF 08 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN SEANT HETVEEN LA WINDOV FRAMEWINDOW FRAME i MULLION ; i MRLION tl8 X 1- 1/2 SELF_-.._ :. _._me X 1-1/2 SELF TAPPING, SMS TAPPING_ SMS SECTION A -A ( 31 - SECTION A -A (41 INSTALLATION CLIP DOD Sx MULLION _ B CTYPJ APPLIES . TO HEAD & .SILL WHERE 1' X 4' 2• X 4• TUBE MULLIONS ARE USED t8 X 1/ 2 SELF APPLIES TO HEAD & SILL WHERE 1' X 2' TAPPING SMS do I- X 2 7/16- TUBE MULLIONS ARE USED INSTALLATION ANCHOR DETAIL 08 WOOD SCREW TYPJ SILL CLIP f- f2 SELF WtNDOW FLANGES I V8- MIN. SMS i MULLION EMBEDMENT SECTION A —A ( 5) SWAT"G - 7 DETAIL c A X VWV FRN" lARY- PLA —. CFOR ADDITIONAL-AlILMORS,` vHEN REDUIRED> ex, A p- 9 SELF, TAPPING SMS (TYP.) DETATL BELEVATIO MULLION CCTERIOR VlEWEDzfPOM FLORIDk EXTRUDERSR ° uxmA s T SERSE: " 2000 FIN SHEET 1 'OF 2 VERTICAL MULLION_ SFCT. IONS_ _ DESI_GNHPRESSURECAPACITIEOS-2).' FOR DRAITN BY: MSH APPRODED BY: DATE:2/6/ 02 SCALE: NTS DWG.: 2VMF I N 23 20M SA 1B CTYPJ l TUBE '/NIJLLiON 1/9JAMB CTYP.)l TUBE 71NLLLIVI N 3/8 20NXN SN. JAMB CTYP.) 8 X In SELF TAPPING SMS i MuLLM tax 1-in SELF TAPPING SMS SECTION A —A (i 1 IX4X1/8 TUBE MULL104 ONE BY VOOD DETAIL c BUCX'BY OTHERS CONCRETE OR MASONRY' 1 1/4' MIN a /. HY OT)iERS EHMT . 4 a i8 X 1/2 SELF TAPPING SAS DISTALLATMIJ ANCHOR 3/16' TAPCOd SCREW ,ANCHOR CTYPJ... EXTERNAL lilt-l-ION INSTALLATION CLIP SE/V.ANT XWEEN - _i11BE MULL I011 _ WINDOW FLANGES .: L MULLION 2Cg0 SJi TYfsM 9AWON TU CONCRETE O HEAO 8 X I-1/2 SELF CTYPJ AUI LMM APPLIES. TCY W-AD,A SILL YMERE I' X , IAMBTAPPINGSMS X "4 TUBE'YlA1bNS ARE USED) . SECTION A -A. (2) DM08X1/2 SELF I Nub. TAPPING SAS DISTAMATIO/ ANOU 3/16 TMA, I X 4.X 3/8. SCREW ANC)IOR CTYP: TUBE MULLION I IMP.-.. SILL CLIP 8 X 1-I/2 SELF'SEALANT-: pN Q. _. TAPPING SAS WIN1f0Y FLANGES 2M Sit i lAILLIDN . - 1 1/4' HIM. JAMB ctYP SECTION A AL Q t ExsEn E1rt DETAIL r PRECAST'SDJ.:BY OTTERS AUXILIARY 'PLATE.! i8 X 1/2 SELF i8 X 1/2 SELF _ _ ---ffQR_ADDiTF75D?iAl ANCHORS, WMEN R£011I+ TAPPING SMS _. TAPPING SAS // -- A. Q s. vvmw SEALANT BETWEEN' SEALANT #ETVEEII 0 Q* _ MLL1.fON " #8 SELF TAPPING 8 X 1-1SELF iS X 1-:V2 SELF SMS CTYPJ DEI9L lilU Itk1 2TAPPING. SAS TAPPING SMS { SECTION A —A (3) SECTION A -A (41 V EM FROM EXTMORr FLORIDA EXTRUDsarERS m") o&t„ MANW"ztc Acrt NOMA Lo ! - . % VERTICAL• MULLLIQNJSECTIi[h7S LA .:F -# SEE ' OT. S DE I -SHEET ; 2. OF ` ; f OR; DESIGNPRE$ SURE _CAPAt-ITTESr 1.82lt2DRATRtBY: JBW _ °.e>rx v1 Ir:=z r= II MIIlM10A0E' ' MIANII-DADE COUNTY. FLORIC METRO-DADE FLAGLER BUILDEP BUILDING CODE COMPLIANCE OF'FV Mtit'RO-DADE Ct.AGI.r-A 13UILDii 140 Wl*s'r FLAGLER S"Ilil-Er. SUrn: tG MIAMI. I-i3ORi1)A 33130.11 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (305)375.21; Prcmdor Entry Systems <:orrrtt,%( rott mctttvstwr: sr-..c~rts 911 E. Jeferson, P.O. Box 76 (303)373.2527 NAX(303)373-.' Pittsburgh ,KS 66762 covrtt,%(:rott>•:vottct:atF..w'rmvist, 303) 373.29" PAN (30) 373.2- 11ttODUC. r CONTROL Dt1'1%1 303) 373.2'M2 FAX (3t13) 372-5 Your application for Notice of Acceptance (NOA) of Eutergy 6-8 &W/E Inswing Glazed Double w/sidelites Residential Stem Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad 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 t product or material at any time from a jobsite or manufacturer's plant for quality control testing. if t product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend t use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Florl Building Code. The expense of such testing will by incurred by the manufacturer. /ZIA— ACCEPTANCE NO.: 01-0314.2a EXPIRES: 04/02/2006 Raul tcoonguez Chief Product Control Division THiS IS THE COVERSHEET, SEE ADDITIONAL PACES FOR SP CIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COa\IMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in yliami-Dade County, Florida under the conditions forth above. APPROVED: 0G105/200 i Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Ofli( IN Premdor Entry.Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE.. SPL'C1FIC CONDITIQNS 1. SCOPE 1.1 This rencvs the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves -a residential insulated door, as described in Section 2 of this Notice of Accepta designed to compiy-with.the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-NV/C Inswing Clazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the follo% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearirig the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang"such that the ang!c between the edge of canopy or overhang to sill is' less than 45 degrees. Unless unit is installe:d.ir non -habitable areas where the unit and the arcs arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurri, 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 of the; approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show thc: components selected for the proposed installatio 6.1.3 Any other documents required by the Building Oniteial or the South Florida Building Co SFBC) in order to properly evaluate the install icon of this system. 2) Manu t Pcrcz, P.E. Product Co ro Exam: Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5. 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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, arc 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 acceptor including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi. submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate feel and granted by this office. 5. Any of the following shall also be grounds for rcmoval of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of thisAcceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. irony portion of the Notice of Acceptance is displayed,, then it shall be done in its entirety. 7. A copy of this Acceptance 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 Acceptance shall be cause for termination and rcmoval Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. EVD OFTHIS ACCEPTANCE ajV11,CQ4 Manu Perez, P.E.; Product Contr xam Produ ntrol Division COP-WL-MA0100-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Inswing 20" 2'6" X 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 2110" (Application Filed) 3'0" 3T Not Listed Not Listed — — X0, OX, OXO 1 i 2'8" + 1'0" COP-WL-MA0143-02 02-0419.08 Application Flied) 52.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 TO" + 1'0" 3'0" + 1'2" 1'0" + 21" + 1'0" COP-WL-MA0144-02 02.0419.08 Application Filed) 52.0 NO 1'0" + 2' 10" + 1'0" 1'2" + 2'8" + 1'2" 10"+28"+10" 1'C" T 37 + 1'0" 17' + 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" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO i i I 2'8" + 2'8" COP-WL-MA0142-02 02.0419.08 Application Filed) 52.0 NO i 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2.8" + 2'8' + TV + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 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 (wrrw.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, Vate 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. PAZv? & PA203. U f EK Iri ll YlaC 1.11.St K /C7'11Y Il(r0Ni Nan.ian„rM/Mrib"1n"rGear/ o1 xs.zau Masonite International CorporationOwCDapnglamofpo%utl ntlprOtCmflq mdatf lDCUIrcNans. Oe3'gapnp popuoOdds.111CC110 C13rVe M01ow n06" COP-WL-MA0100.02 FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing rerun 2'6" _ 02-0418.03 X 218" COP-WI.•MA0161-02 (Application Filed) 55.0 NO 2'10" TO" 3'6" Not Usted Not listed - - I2' 8" 1 X0, OX, OXO i11" I 1'0" COP-WL-MA0163-02 02-0418.03 Application Filed) 55.0 NO 2'10" + 1'0" 2.10" + 1'2" 1,0" 37 + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0164.02 02-0418.03 Application Filed) 55.0 NO 1'0" + 210" + 1'0" 1'2" + 21" + 1'2" 1'0" + 21" + 1'0" 1'0" + 3'0" + 1'0" 17" + 210" + 1'2" 3T + 17 2'8" + 2'8" + 2'8" 2'tG" + 10" + 2'10" —ram 3'0" + TO" + TO" XX, OXXO I 2'8" + 2'8" COP-WL•MA0162•02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 210" + 210" 3'0" + 3'0" TV + 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" 2'10" + 210" + 2'10" + 2'10" 3'O" + TO" + TO" + 3'0" Notes: 1. Dccr a. rangements using fewer panels than what is shoran in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonhe international websile (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International websile (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic location is determined by ASCK r (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. C?akc .ft ART fir. e..w„..le Iren I .L`..w'r .1[[ hr CRY VOOR[ WaMwN N"et,n?Wn C.:.: 1WFJi'iarM11 • I.Dre't:, iW2 0m r ww:q ""cam or poa,rd in,orweme,e makes specscaions. Oesip" ena Dm%cl M as o n i t t in te m a tiO n a l C O I p O 1 a t i o f I'll. 3ein; to CN.O. 4ilwl rou", Units COP-VUL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing X 1 r Arrangement r r0asonile International COP-WL-MA0146-02 O 02-0423.01 Application Fled) I OP Rating 40.0 NO 2161, 218" 210" _ 3.C,• TV Mulliples (width) 2'8" + 1'0" Not Listed COP-WL-MA0148-02 Not listed 02-0423.01 Application Filed) 40.0 men ME NO I 2'8" + 17 2'10" + I'll" 210" + 1'2" TO" + 1,0" 3'0" + 1'?" COP-WL-MA0149.02 02-0423.01 Application Filed) 40.0 NO 1'0" - 2'10" + 1'0" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + VD" 17" + 2'10" + t'2" 1'2" + 3'0" + IT 2'6" + 2'6" + 2'6" 21" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TV+"s'0"+3'0" s i XX. OXXO 2'8" + 2'8" COP-WL-MA0147-02 02-0423.01 Application Flied) 40.0 NO 2'6:. + 2.8" 210" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 21" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'l0" 10" + TO" + 3'0" + 3'0" Notes: Door arrangements usicg !ewer panels Char what is s"rown 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. lnstala!ion ins!rt Aions are available from the Wasonite International website (www.masonite.com) or from the technical center. 4. ACtuai design pressure requimment for a specific cuilding design S geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or l^cai wiloing codes specify the edition required. S. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. O ak c raff EK w W vx.•! "IMre A .:. ..r.•,•.1,1,... 11•I, r1 1..\[i RN'1'hi A(r(1111 CYwI•.yi.M•yl W..n na • 0 rIfU.WV \"I nN F, N.iO^t Masonite International Cor oration d(r (asr:n>< wt.-In at prpiupmp.omnrra aelce ayear;;:nr(, Crsgr :: J ;rR.0 P Glazed Units COP-WL-MAOI 00.02 FIBERGLASS DOORS 8'0" Height -- Outswing EMMIME COP-WL-MA0166-02 Miami-DadYOCCODpRaling 02-0423.03 Application Filed) 47.0 ImpactRated NO Arrangement X Singles (width) 2'0" 2'6" 2'8" 2'10" 3'0= TV Not Listed Not Listed Arrangement X0, OX, OXO t •s (width) T8" + 1'0" I Niasonite internationaQr.r COP-WL-MA0168-02 BCCO 02- 0423.03 Application Filed) OP Rating 47. 0 Rated NO 2' 8" + 17 2' 10" + 1'0" 2' 10" + 17 3' 0" + 1'0" 3' 0" + 17 1' 0" + 2'8" + 1'0" COP- WL-MA0169-02 02- 0423.03 Application Filed) 47.0 NO 1' 0" + 2'10" + 1'0" 1' 2" + 2'8" + 1'2" 1' 0" + 2'8" + 1'D" 1' 0" + 3'0" + VD" 1' 2" + 210" + 1'2" 1' 2" + 3'0" + 1'2" 2' 6" + 2'6" + 2'6" 2. 8.+2,8"+2.8" 2' 10" + 2'10" + 2'10" TO" + TO" + 3'0" XX, OXXO 2' 8" + 21" 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" + TV + 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" + 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 8 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 8 PA203. 0 Oak, raff AR EK" FIUe. Mf 1. ENTRY 1100"[ Nw,.TowNr#w,1,u GVr ... O.• a D-- r1QeC" WW OWCom",uMasoniteInternationalCorporation mp popnm Mpro0unimprovememmikesSpeCilkeliDM, xsgn eD0 p.o0uc1 deWl SAW to Clunye wohoW DWrte. OP-WL-MAOIOO-02 FIBERGLASS DOORS nnaane Units 6'$" Heieht — Inswing X 2'0: COP-WL-MA0101.02 01-1031.01 76.0 NO 2'6" 2'8" 2"W' TO" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO Multiples (width) 2'8" + I'D" Masonile International COP-WL-MA0103-02 Miaml-Dade OCCO 02-0109.10 Application Fled) OP Rating 55.0 ImpactRated NO 2'8" + 1'2" 210" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 17 COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + Z8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 17 + 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-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 210" + 2'10" TV + 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" Z10" + 2'10" + 2'10" + 210" 31)" + 3'0" + 3'0" + TO" 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.masoriite.com) or from the technical center. 3. Installation instructions are available from the Masonite Intemational website (www.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 entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. Oak raff AR EK' a'IK C: .ASS KNTKY DOOKS NwTr,"M F""N"r"vy .^^ „ r" 0.. r o..,. ADS, 79. 2002 Ow ewm . 9 oropam of pod"cf enwo.emeed maes sw tKaws. dn.pn end product Masonite International C o r p o r a t i o n Mao 5~0 to cnenpe e"thout nolme COP-WL-MA0100-02 FIBERGLASS DOORS Opaque Units 6'8" Height — Outswing Arrangement X Singles (vjidth) 27 1 1 COP-WL-MA0121-02 Dadr 01- 1031.02 r• 76. 0 Rated NO 2' 6" 2' 8" 2' 10" 3' 0" 3' 6" Not Listed Not Listed Arrangement X0. OX, OXO Multiples ( width) 2' 8" + I'll" rtlasonile International COP- WL-MA0123-02 r miami-Dade BCCO 02- 0109.09 Application Filed) UP Rating 55. 0 Impact Rated NO 2' 8" + 17 2' 10" + 1'0" 2' 10" + 17 3' 0" + 1'0" 3' 0" + 17 17 + 2'8" + 1'0" COP- WL-MA0124-02 02- 0109.09 Application Filed) 55.0 NO 1' 0" + 2'10" + 1'0" 17 + 2'8" + 11" 1' 0" + 2'8" + 1'0" 1' 0" + 3'0" + I'll" 17 + 2'10" + 17 17 + 3'0" + 1'2" 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-MA0122-02 02- 0109.09 Application Filed) 55.0 NO 2' 8" + 2'8" 2' 10" + 2'10" 3' 0" + 3'0" 21" + 2'8" + 2'6" + 2'6" COP- WL-MA0125-02 02- 0109.09 Application Filed) 55.0 NO 2' 8" + 2'8" + 2'8" + 21" 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 8 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 8 PA203. 13 Oak raft AR K- ..............m FIMIiNOt. Aii 6jN1'NY OOONt w"Tw.+N MwrrFnW,`Ossn AV 29. Maionite International Corporation OOtCO"luwin0 WOWMO of WWWq ir." M W ..k" SWVIt>tti . OMgO VW WO" OMA wotln to Chbr4l *0091 000M Opaque Units GOP-M-MA0100-02 . . FIBERGLASS DOORS 8'0" Height — Inswing I r1asonite Inlernationallr COP-WL-MA0106-02 d w 02-0109.08 Application Fled) r, • 70.0 E. , NOX Singles E1h) 2'0" 2'6" 2'8" 21W 3.0 3'6" Not Listed Not Listed Arrangement X0, OX, OXO Multiples1 r t1l" + 1'0" inal COP-WL-MA0108-02 Miami -Dade BCCO 02-0109.08 Application Filed) Rating 55.0 Impact NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'D" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2'10" + 17 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 17 + 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" + 2'10" + 2'10" 3'0" + TO" + 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" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 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 & 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. Oakcraff AR EK" 1 tra." r• a.l 11)li"f: r..s[[ K.I.Y'1)OO"t—U.—r4..a""Em D— aprd M 2002 OW<OM"ludlp D"*M 01 prooW mor0 effl makes S 11Ka1KR. o•sgn and produn dead suDlan 10 [Da"p! WOW nWKe. Masonite International Corporation COP-IVL-MA0100-02 FIBERGLASS DOORS Opaque Units - 8'0" Height — Outswing Arrangement X Singles (width) 2'0" COP-WL-MA0126-02 IN 02-0109.07 Application Filed) NAMES, 70.0 NO 2'6" 2'8" 2'10" T0" 376" 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" + 17 2'10" + 1'D" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17 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" 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" + 2'10" 3'0" + 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" 210" + 2'10" 3'0" + 3'0" 2'6" + 21" + 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" + 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 & 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 entrytor impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. Oak raft AROEW ,.ay.1r•ry b•w ENTItT nOONS I Tuu.•C i4.1"u I." Dw ourq o•u, gyp+ 19, i00i Masonite International C o r p o r a t io nOwComn""p propfim of Wop"d 0hptoveMeM mitts $Wft l... pes-pn iM WoEun onid $"pfttl to C"inpt wohm most. MTYR UNIT 8'VUNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYR 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. r t 1p^ l "1 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 (ANSVBHMA Al56.16) 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 M8 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 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. 0 April 29. 2002 0....,, o.".. Our coanwmy Dro9Rm or poduct -W oremml —hts SOWKWO-S. M a S 0 n i t! l n l e f n a l lO n a t Corpora [ i o n oesgn am produa 660 suDµKl ro tnanoe wihoul Witt XO or OX Unit MID-WL-MA0003-02 SINGLE DOOR WITH 1 SIDELITE 6' TYR 5'8" UNIT 8'tl" UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. CountMinimumFastener 6 per vertical framing member 7 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. 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 010 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8l 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 property to transfer loads to the structure. 0 Awd29 20,02 Masonite International Corporation Ow ul u.wuo .m;.o.•mrnl ma.es suearcwwns. ots*n im Y]cocldelad subject 10 chame WOW 00"ce. J^ Unit Latching Hardware: MID-WL-MA0004-02 SINGLE DOOR WITH 2 SIDELITES UNIT 8'8" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 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" 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 #10 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. 0 a nfir.//.J.i. 'VV Av1429,2002 Masonite International Corporation Uu, a uo-+ln w nukes wn.ltmom. pp).pn."a .,ow o'.. %.b'KI to .4how nol.[e. oxxo Unit MID-WL-MA0005-02 DOUBLE DOOR WITH 2 SIDELITES CL TYP. TYP. 1 1 1 1 Ty TYP. 1 1 1 1 / jTYF 13- Minimum Fastener Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'8" UNIT 5/16" 17-1/8' MAXIMUM DN CENTER TYP. Rough Opening • 1' 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 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 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 x8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF d 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 EICO 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 n 0...•.r D•e•. Apri129.2002 Masonite International Corporation W commo"o o1ow3m DI podua " DfO em masts s "'kaMm. desgn am too= dela.1 SubWC110 C*IDQe 100u1 D01Kt XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". r Double Door MaximumunA size a 6'0" x 6.8. Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and irrW resistant requbements 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 beeh 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 0o na 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 0 C 0 UD D 00 00 00 00 00 00 105 Series 106. 160 Series, 129 Series' 12 R/L. 23 RA., 20 WL 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the lollowing door style: Eyebrow 5-panel with scroll Oaff AR EK - f'IUIN<:LASY lNl NI' UUONs fVoeF euMra,«p»tout oxen Apig2,9.2002 Masonite International Corporation ow DoftwuMg w0g,am of Droduo meals seKdKM*"S. dew anD D.oducf ON.$ WDfeO 10 CNNt -,'hWf rW (t XX Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: ( FULL GLASS: a - H ha 00 404 Series 410 Series CERTIFIED TEST REPORTS: CTLA-805W-2 z P 109 Series 114,120, 122 152Series 149 Serbs 300 Series Series 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). i/ aaf 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O_ ak.raff woos.... AR 4 EK" r..,....,.,.e r-ll)l"47'N.. LN r"1' I).)rr.1 NervA.wNra..pu [«wr Do... II U", vi%r/ /rn.. • 6 April 29. 20D2 o..r.,, o.... Oa co A+ Q woeram or 0r0dun + Wovbnenl makes sdeestcalnns, design end eroducr M a s o n i t e International C o r p o r a t i o n dob.1 kuerecl 10 Change `MMW WKe 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 Madmum unit size . 67 x 6'8" Design Pressure 52.0/-52.0 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 ASIDE ?•national, state or local buildingcodes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beetl 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: 0° on am 0 00 9 00 00 00 101 00 100 series 03.135135 Series 136 Series 922 Series 1/2 GLASS: C 00 0 n ° ] 0n 00 00 00 n0 00 105 Series 106,160 Series' 129 Series' 12 RIL. 23 R/L. 2e RIL 107 Series' 108 Series 30e Series Series' this glass Lit may also be used in the following door style: Eyebrow 5-panel wilh scroll Oak raft AR EK'- r ur;rr c. 011r1 April 29,2002 Masonite International Corporation Oo, eo^wl,M. a,oe,+m or p,oauer Mo,o.eme^l tores sosaucao^s. oesro^ s"o u xuu aced $.Ulf,IIt :^Mee Waloul aold:e XO or OX Glazed Inswing Unit . 7--COMUL-MA0143-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 40e Series 410 Series 109 Series 111. 120.122 152 Series le9 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R,12L 23R, 23L, 450 Series 152 Series 149 series 109Series 120, 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). aaf 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raft; AR 4 E 1 `1111 \. L`r'1M1 Ili 11)M Np,.U.vN r-1—t, 0a Ap1e 29. 2002 M a so n it e International CorporationOutCOn~o p10eYaM 41 pr00un 010uemem "es swill$ lgns, ets.en •n0 p1000C1 tliu SZ.tC110 tronpt w00ul n01,Ct Oxo Glazed Inswing Unit APPROVED ARRANGEMENT: A.- 0 o i<X' , '<c COP-WL-MA0144.02 FIBERGLASS DOORS 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 size - 9T x 61' Design Pressure 52.0/-52.0 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 geograpirk 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-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: 00 0oAc l aorta 0= 0nIL"iJtl 00 00 ill 0o 100 Series 131 135 Series 136 Series 822 Series 1/2 GLASS: n 00 00 1.1 ° KI 00 00 00 00 0D 00 105 Series 106.160 Series' 129 Series' 12 RIL. 23 R/L. 20 R/L 107 Series' 108 Series 30e Series Series' Th15 glass kit may also be used in the following door style. Eyebrow 5-panel with scroll OakAR kEK" raftr.,1„1:.•1r 1.•d. 11uL KI LA.%.% UNrNl U00KN ebd.A.rund Fd tu. r+wr D- • Aor it29. 2002 Masonite International Corporation Oa, todl.wmg woolam or brooucl MD,oveMedl makM soecdKaWs. dee.gn add poduct Wad sublecr to "itt wIihokd wo e. oxo 1,. t Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 00 110 404 Series 410 Series APPROVED SIDELITE STYLES: 129 Series 0 Series 12R, 12L, 23R, 23L. 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 r y k. 109 Series 114, 120, 122 152 Series 149 Serbs 300 Series Series 450 Series 152 Series 149 Serbs 109 Series 120, 122 Serbs 300 Series 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 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 aka AREK'" 1AUkM L SS LNIKS.110— w..A.w..r rArNw lwb, Da.n - o,..r., 0e 1 April 29. 2002OurwnuouineWoon-of DIN-mW0vfMW mAtS SMOKabm. OMO-4N VOWMasonite International Corporation etWd SO0arC110 C"t WWhWl WKt. OXXO t l Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT - Nip:, t is O Double Door with 2 Sidelites Maximum unit site . 12'0" x WIT" Design Pressure 52.0/-52.0 UmBed water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure andimpact resistant requirements for a specific budding design and geographic location Is determined by ASCE 7-natbnal, state or local building codes specify the 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: MM 6ZI000 111M no go on no no B on 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 F1 OD OD D El nn an nn an no an 105 Series 106, 160Series' 129 Series' 12 RA. 23 Fill, 24 RIL 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oakrraff ARkEKw 1:111CRCL SS LNI'KV UnONx 0+ eDee April 29.2002 Masonite International CorporationOuteomo,`64) DIM" or DIDDt l unDlD+er , t AW sDK,lK~s, oes.9nlM wooun oelLd suDletl to ehanee *OoA WKe. Oxxo Glazed Inswing Unit GOP-WL-MA0145-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: t a 00 00 404 Series 410 Series log Serbs 114, 120,122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: t s 129 Series 200 Series 12R, 121. 23R, 23L 450 Series 152 Series 149 Series 109 series 120. 122 Series 300 Series 24R. 24l Series CERTIFIED TEST REPORTS: CTLA-805*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: el 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). IState of Florida, Professional Engineer Kurt Balthazor, PE. — License Number 56533 Oak raft ARTEK'- ,..1".•..I,..dT Y•. 1 ., 1 ;a .. .1 I IIILN L1\..\1;HIN\ II.IIIN Na.•.r..wWl... ,. r•q, Daa•. MaSonittApr429.2002 International Corporation Ow tomj" motam 01 plod"' Mov"emem M*ts se ftvlens.. despn iM ' pladu delid $"bird 10 tlliaae wlmeul Ilse XX 1 1 I I Glazed Inswing Unit r 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 8'0". Double Door Nlaxtmum unit size . 6'0' x 87 Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure andimpact resistant requirements lot aspecific building design and geographic location is determined by ASCE 7-nationaL state or beat building codes specify the @Mon 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: an 00 822 Series n El 0o e0e Series 108 Series O akraff AREK" 111IL'Itr LA'.l' I: M'1'N' UUVN>•, Wn.R.aw.rk..+s.. rm.r Daon (,/ D • • April 29. 2002 .+ o..m. o..n 0W conknu,nC oloClaln or produu mp.o.enlem makes specs ic3lanS. design me WOW" M a s o n i t e International C o r p o r at io n delad SWnftl 10cmalpe vdhoul Mite. XX t t Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Sodas 300 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 Oakc,raff AR k EK'" ,....,...r,..•T wnod ,. Ya vr.-off rUl"t 1.\l. LI~i" Ilr r,l M. Ns.nh.vWiewa4"F,wr Des.. A April 29.2002 Masonite International Corporation Ow comn,wng program 0190060 ^Wovernenl m,kes spec"rcalam. design redOrdduel dews suorto to change w,hdN noble XO or OX t Glazed Inswing Unit 81'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: o a. 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 Maximum unit size . 6'0' x 8'0' Design Pressure 40.0/-40.0 Un*ed enter unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resister# Multemems lot a specific building design and geographic location is determined by ASCE 7-national. state or beat 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: 1/4 GLASS: DIIl 00 ao 822 Series 1/2 GLASS: 0a as 404 Series 108 Series O a .,, N AR EKkr..- o.l I It I,NcCl. ASS Iv-IN\nfll\N\ IJon.T..N,HsiNr,\bwr Dw., r.I Aunt?9. 2002 Masonite International Corporal ion bW con,•Wn oiaefim 01 W00"l dNo,orto,cM 4kft SPKNrcd„o„l. efaro nU o,04V . e061J Sebrcli 10 tra.I a ..0.1 n014c XO or OX A 1 : t Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: s 810 Series 300 Sim APPROVED SIDELITE STYLES: 4. 450 Series 952 Serbs $10 Series 300 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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakraft ARkEK" Wo..l. a.an Y rsJ 1:10UNGLA<\ L'NTNY W10-S 4. 1.o,, D ° 1 1 • PREM VMfYFr,G.». U0.. ro a.• April 29.2002 Masonite International Corporation 0. tom.." WoWam or orod.a _p,ovtmem makes TDt(.1Kal V &pen aM p.o0un Oelaa SAW to ~rre -.UW nP(t. Ox0 Glazed Inswing Unit 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 8'0". Single Door with 2 Sidelites V.Wmum wdt size , WV X or Design Pressure 40.0/-40.0 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-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beell 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: 1/2 GLASS: go gg 822 Series a fig 40e Series 108 Series Oakcraft ARTEW .- r'IUIKI:I /\l I:IV'rMl' 1) )1 µ\ ep-iMlunlrhraY.)r Dos.. a April 29. 200? - o....... o.e. Ow cOM~9 OIOeiaM 01 wooYn MINO MW make$ SPK,fKM*nS. eeign aM p0duct M a S O n iL! international Corporation daaa subie0 rocoame wnMw nonce. 111111OXOAI49IGlazed Inswing Unit 8' 0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: ram 810 series 3W Sarlea APPROVED SIDELITE STYLES: 450 Series 852 series 810 series 300 Serbs CERTIFIED TEST REPORTS: CTLA- 805W Certifying Engineer and License Number: Ramesh Patel, PE./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 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). IState of Florida, Professional Engineer I KurtBalthazor, P.E. — License Number 56533 O ak raff T AR4EWeitiUNG. Azx UNTkY coons e+".ravNrswp"E•"0— April 29. 2002 Ow tWiftind popwm of product +omo "" MaktS SM glides. design and VOW dead dufptcf ro tnEnpt WOW AMC OXX t t Glazed Inswing Unit r 890" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O yet It Double Door with 2 Sidelites Maximum unit size .12V x 8r Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure andin*W resistant requirements for aspecific bW&q design and geographic location Is determined by ASCE 7-natbnal, state or local building codes specy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MAD005-02 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: 1/2 GLASS: MD 0o Da 822 Series Dn DD 404 Series 108 Series Oak -- AR 4 EWN'.. M q Tc e,l Ltle,:.elr l,am 1AUCN6LANK LNTKV 000kS Nmnh..rN F*..po t., 0— April 29, 2002 oweOM. 1..nQ010e13mor0,00.a—D,0v tmmikess00C:rialans.oespoo.dW~1 Masonite International Corporation dead subl/Cl 10 C"t wdh" MIKe. OXXO ' r r r Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: Z; 810 Series 300 des APPROVED SIDELITE STYLES: 450 Series 852 Serbs 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./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 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). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oakcraft ARTEK" i'1111'Ne:l.\[\ INIRV 00e'l0eti Nn,,.T.Y.NrewpYt.Wt Oew, C. ,ry-Sn• - V e Ow•.r Oes., Ap1029.2002 0., t~..ne d•te•tm of wooutl +npprtm rnthe3 SeNilgaf qn3. d"w t. d orodu Masonite International Corporation d,I*W SVOIe'tl to Ch"t Wi h"lwle XX Glazed Outswing Unit APPROVED ARRANGEMENT: COP-IML-MA0162-02 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". Double Door Madmum unit sin - 6.0' a 6,11 Design Pressure 55.0/-55.0 Umhed water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. ACkW design pressure and Impact resistant requirements for aspedNt building design and geographic location is determined by ASCE 7•national, state or local building Codes spedry 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: no ga OdonR 0a 00 00 H 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: El 00 00 00 00 00 00 105 Series 106, 160 Series* 129 Series' 12 RQ, 23 Ilk 2e RIL 107 Series' 108 Series 30e Series Series' This glass kit may also be used in the 1011owinq door style: Eyebrow 5-panel with scroll Oakcraff AR O EK' .1•.L.I, Ir•- PIUINI l•SSS l 'INY unuN. eron.r•.w.e rawpan Erwa ookn 0 Apo a29,2002 Masonite International Corporation dur tOnlKiOrnp p0erkm 01 proe.Cl unprovrmrnl makes s"OKM ens, rrespn 80 pp0du1 or" Suo1ee11. ~10e wi nold n014e XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: D 00 00 404 Serbs e10 Series CERTIFIED TEST REPORTS: CTLA-805W-2 109 Series 11/, 120,122 152 Series 119 Serbs 900 Series series Certifying Engineer and License Number: Ramesh Patel, RE./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 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 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). 1 ^' a p State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 0 ak raff AR EK" .I I. , ". 111"t"ci LANS LN'I"1' VO4)"\ 1W..A•rNr+..eo"e.1., + (JJ//))ruin• a rIl V1 r, Ow . Oa Aprd29,2002 Masonite International Corporation OW COnO g D,.g,M M0+00u0 +nO+Ove W I *k" Spet0K0fi.M. 0,S.en !ne 01000t1 do.4 so'ec110 chrnee wA00.1 WKe XX Glazed Outswing Unit 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 37 x 87. Double Door Maximum unit size . 6T x 8'0' Design Pressure 47.0/-47.0 Umbel 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-national. state or twat building codes Spedly 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: 1/2 GLASS: 010 00 On 822 Series n a 00 404 Series 108 series 0 O akcraft ARTEW1'Ipl•N(:rlAt[ Li N'fNl' UUONS l'kt...wN rtr.ryl.w L..v)lHx. (RC.' April 29. 2002 o-• ..r o.... ow (onl.npmp proprern 01 prppun a Womnm n5aees SM11n:A-5. oes-on Ono proputl M a S o n it e International C o r p o r a t i o n 011.0 -bM 1. ch"t wiNW W nol{t 4 3 2 11 NAIEroAEDaIE STEES wx 1r roc Doan. REVISIONS L3YIYl ' B0 ) REV. NO. ZONE: DATE: ECN NO. APPVD: I DESCRIPTION a,g "I GLASS aR A 1 82 11 /00 - WN OTT (1) WAS (2) FOR TRACK BOLT s' ACRYLIC in SECTION S_% wAAeltSiE HORIZONTALTRACKSUPPORT er zo a EwEo sIKEs ATTACHED TO Doaa DOOR wMALU010 Sur, SMN RIIH PATENTED YER). yew EA 1 y ?i 9i f' % i4 IIOP. BDI70M . CENTER). F"VV. slEa PTAs 1RY74EfENED 10 VOW .ADMIN3/0• »000IAC i LISTED„,CiNBF Y' TEEi. rRACL DECOrtSS:. 0E0'BRIACET32" QER IDESTE11UC1I BRACKET. 7110 PONr IOCOIa BRACKLTSPERSDE.UI TOP RRACKrREPORT#96C6CHDFNZOWTAL 1 3' x20 CA U-BARf TBIG{ WGARS N A 2- T-T-1 nr N4-nrvM. aP11eN ON ROTIOY SEQION, pE U-&ILS d1 IEJIf SECTION. EK) /14b/B' SWEET METAL SCREWS OPTIONAL YEARS A OPIIDNAL OfISIDE KEYED l0O( IONIION N NAK. DOOR YAM - 1!'-0• 0 EtS.t2EYemBa i/`zam+ s. MIAIE u u ETD NMK'J'•S feu wfERIfIKAIENwoENOTE 1, 1 1. 10 9CR116 4M f CENTERS. 1 OQ TEN BDDRs UP ro T w MDN caEmsr a s> st9 IaN1s(yNQ/N) PRONX tRMIE T11M uY. yQS Mq CO R/IN07wK DOORS OVER r_ NIf71 caNlssX of ( sEtllofa (NOT C19 M). COAw0 ON OUTSIDESURFACE (eur ROE RBaDNFD, 10 MADE A MEN Tnlwne STOP MOULD a BY DOOR 967AUER (TO s0f) y y R ACE. INOOIBZflNttAl AAA65 00 NOr TRANSFER 1". 2b YELLOW PPE AA! 20 G IIL DAY. STEEL END STILE 3 I 2. 0 I,D ICRtt TIE 20 M DALY. am INTER. SOLE MDLOED INSIDE SECXDM R- R 12 QA DALY. STEEL TRACK 25 G ERN. SIEEI LIVE ~ /MS/< PAR WAD 9CRd BRACKETS FASTENED rD MTOD .WB SIGN COAXED WITH 0- 40 MAN. (10 SUEMS PER L0E) 2/ GOITERS (C-S0 orm ONE s/TB'tT-0/1' TAD SCREW GALVANIZING. DvcED-ON NWFR EOCQ Cl Ts' CEMIE>Ag PST II, OO Cwm OR PER TRACK BRACKET. AND A BMKD-ON POLYFSIOt i/ e. iAPCON Se,lDeS I7-1/Y DENIERS (2A00 7/I6. 19, ROUND PtRIR TOP OGAT APPLIED TO R0M sMP LATCH EtIcicEs P9 EW. OOIL7IE/E). 14lSEIB IKOLIIDED SEON ASTOER (ONE roe ROLIEIt) SIDES OF STEEL SON. 12 G CALM, SIM TOP OMO 14RIICA M' SE1TE ANCHOM f• WIDE ERS CLUDE REQUIRED P CA pAL Mm. SCII fSRf M14)E ROLLER BRACET. FACT "MS7 E C SIDE LATCH DDOOR.R. ANCHORS ) R7RMAXBE COUNTERSUNKA 12 a CALY. TRACK B RMTO:TSS TO ` r0EM2LSTKtSEAC1 ) hob 9EET NETK BRACKET AITACED 4) I14b/B' SHEET METAL MOt NIM S FFACL HOMZCRAL ANM 00 MOT ?PAM Z EAiw IIM TO lib B' SINTAEi LEIAL S17IEI5 SIRP tM AEINXS. SdiWS. 1RA,CFER 1D10. K7111 qK / 4'x5/B' BOLT 1RIT 4) ij4-+3/s SETT rNTRD $GREETS PER ETD NINCL OR TOO 1/4• ML IMEM OUTSIDE KEYED IMIID E De EID2' ON. SNORT. STEM. 10 :GALL STEEL RO JM. EN H CILY. STEEL END NNACE. FACE 511lESCEMARKtIESIERFEID. PE iASTINED (10 OD A r8MwN1aN OF .w65 BY OWNERS TWIN C = FIDRDM PF. #48M SEEr METAL I4b//' Rom HANDLE SRE NORTH CAROIRN P.E. 12383E r TALLU-BAT !:( 4) 1/Cz:T/4' SELI aUt9DEKfrElf NDdc I= MAR 1201N."IEIO STRENCM:K 30 ,K9STEEL/ANYRK: RSIflPS. ""' ' "N"' `""` °""°" TRACKEMMACES w THE DE9tl/ a TT1E sJPPoRIM STRucnNul. E1E1m/Bs DESIGN LOADS: +24.0 PSF k -24.5 PSF HANDLE EACH s,,c THE RESP01f$IRRY OF THE PROFESSIONAL OF TEST LOADS: +36.0 PSF do -37.0 PSF t nA1IDlE OF DOOR. ROOM FOR THE BUILDING OR STRUCTURE NO N ACCORDANCE 1-+ 3' r TALL a 20 Fa CALVE SIM U-BARS END 810E BOLT rM CUFMENF AMUSING CODES FOR THE LOADS LISTED ON aRRPL MINRICS Ni — AK Mi w A 2-1-2-T PAXIERTNN (IE 1M0 U-Sws STILE LOCTK MACES THIS oPAR1C. wx IAI A IIIMD Yd 01A1Nn31 PART NO.: - 1-r/B• ONBOTTOMSECTION, ONE U-BW ON MLR NATO va"I AL T SECTION ETC. FACT U-BAR ATTACKED TRAAX ONE WKA- Sww OUMndaA 3 12_ _t 1_d_nf1A.SLMON14'AS4' SERE TAPPING SCREWS LOCK 04 CAAR4 K G'UIOupMG. ON 45202 A rs m. TOLERANCES - IDEAL . . )-S,}) e. 4Mdsr4. ...a 4yfmM4. .0 - *.03 YRRIlBOiOORYL IN IRE 1-513-7w-3519 wSIK s 4M NDLT sAM waiMA, r 4L F.6 K4 .00 - f .015 cC11DN A -A TmfcNEWTw,MA b PAN AenrrA FW4 a DESCRIPTION: MOIL 6RSi W4 i 6-0 x 8-0: 24/-24.5 DESIGN LOAD ro..s. INx nw AAAT r—Al w .000 t EBBS 13 G CALM. STEELBOITOMBRACKET. E4HR} br AAp 4.q « 0000 - t:001 DRAWN BY: BRIM .DATE: 4/18/00. SCALE: NTS Dyy(;. ATTACHED MTN (2) 114b/B' SHEET METAL SCRDK. ' ,ems w 1AE W.YMgw T1reYYa ADy1e 0e9Fex _ : 1/7 CHECKED BY: MNNP DATE: 4/18/00 SHEET I OF I SIZE B PrOjacti0n + ARE IN INC ES. DWG. NO.: i 02136 REV. NO. t FRI C A 1+ MODEL: 6RST (25 GA. STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKIN A'T/ (1) INTERMEDIATE STILE AND L!!i}iAf TADHESIVE (CALM . 1) OPTIONAL. M cuss OR LISTED 1/8' ACRYLIC UTES AVAILABLE SEE SECTION 8-8) 4A. IN. END STILES ATTACHED TO DOOR PATENTED TOG-L-LAC SYSTEM TTOM & CENTER). REPORT#9606C 25 GA. MN. CALV LOCK POSITION STEEL SKIN COATED BOTH SIDES) WITH A BAKED -ON PRIMER, TWO POINT lDM](INC AND A BAKED -ON TERTERPOLYES TOP COAT APR" SKIES OF STEEL SKIN. ONE 3' TALL x 20 G4 U-BAR (50 KSI) PER DOOR SECTION. J L LOCKOPTIONALOtl15IOEKEYEDLOCK POSITION MAX. DOOR WIDTH 9'0' 1144/8' SHEET METAL SCREWS ENO SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDErfOFDOOR. INSIDE SLIDE BOLT I. L 1 1 REVISIONS NOI ZONE: I DATE: ECN N0. APPVD: I DESCRIP' 1 I A4 1 11/00 1 - ---I WNW I OTY (1) WAS (2) FOR TRACK BOLT 2' DOCK 3' TALL U-BAR 20 GA. GALV. STEEL HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUM T 13 CALM. STEEL FLAG BRACKET. is rw GALE. stm TGP NOLUX B ET HFAdN FASTENED TE WOOD ,IAMB WITH BR ur+A3) 3) 5/DB-x1-5/8- WOOD LAG SCREENS. t4/S' Si1FET ti DOUDOUBLE LOW HEADROOMOL1TRACKCONFIGURATIONNAVAILABLESHPNAPSOsASAN OPTION rc 14 Gl GAIY. Sim DOOR EIGH` T.I I" Em mom 6T1t 9 2- GALV. STEEL TRACK, 7MN. TRACK THICKNESS:.060' ggT .L. k (4) 1/4-x3/* SELF C 6 —088 TAPPWMGStlRW & 3t C 3• TALL x 2O GA "V. 0 stmm u-aAR. ow u-m TYP. 2-1/2•xl2 CA. GALV. STEEL TRACK BRACKET. 4) TRACK BRACKETS PER SKI. FM FAa U AR ATTACHwoo ED.+ sni4Lc 0 LHR TOP SCAM' BRACKET DOUBLE HORIZONTAL TRACK LINE 1: DOORS UP TO 7•-0' HIGH CONSIST OF 4) SECTIONS (SHOWN)). FRONT FRAME WITH U.V. DO DOORSOVER7'-0' FiNRR carlsaT OF (5 SECTIONS (NOT 5FK)WN). CRATING ON 0U1SIOE SURFACE UBLE TRACK C O YER11Cu JA1 AT[ACTg1f]tT 1s PIED OINMx)• t3 fA GALE. Alm BOTTOM X ADRDd1OPTKII//nwmsa8R1CKET. ATUCHM ILIA TWO 1 4' SELF 1/2'xY LAG SCREWS ON 24 1° 0.0. MN. J14xs/11 SKEET METAL. SpkWxS, 1 nWASHER REOUNED. LAG SCREWS MAY 8E OOlI1fERA pC ALUMIMw ExtNpISKxM SSB Cl.AS3ORTAPPtNCBUf NOT REOIAREt)) TO PR041DE A FLUSH MOIRNTINC 1/8' ACRYLIC LITE 14GAENDHINC.cc18 GA INTERMEDIATE HINGE ( & VINYL WE THERSM11. SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SECTION A -A (SIDE VIEW) VIEWC• 2x6 YELLOW PINE 12 GA. GAIN. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16'xl-5/8- LAG SCREW PER TRACK BRACKET. 2- GALV. STEEL TRACK FASTENED TO J 12 GA GALV. STEEL TRACK BRACKETS. TRACKATTACHEDTOEACHBRACKET , WITH ONE 1/4-x5/8- BOLT & NUT OR TWO 1/4' Obl RIVETS. 18x3{ 0 PAN LITE) , a — I,, —ENO VERTICALJAMBATTACHMENTX90BLOCKORSTILE000PSI1YN_ CONCRETE COLLWM+ . MOLDED INSIDE STOP M A. KM. BY ODOR INSTALLER E SUIT] 3 8 4x SIPEYE ANCHORS ON 244 CENTERS (BOTH LITE RETAINER INTER. 20GA. MN. CALM. STEEL END STILE C-90 BLACK OR 2,000 IS MN. CONCRETE) OR r-SNAP LATCH ENGAGES STILE TAPCONSCREWSON24CENTERS (2,000 20 GA GALV. STEEL LATER. STILE PSI MN. CONCRETE). WASHERS INCLUDED WITH SLEEVE AIONS. A, A1MHO. D. MN. WASHERS REQUIRED WITH TAPCONS. 1IOR5 MAY BE COUNTERSUNK INTER. STILE BUT NOT REOUIRED) TO PROVIDE A FLUSH MOIN TWO SURFACE HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. OUTSIDE KEYED HANDLE18 GA. GALY, STEEL CENTER FLANGE FASTENED TO INTER. STILES W((4) 114x5/ 8' SHEET METAL SCREWS. L ir14 GA. GALV. STEEL ROLLER HINGES FASTENED TO FIND STILES EACH W/ 4j t14x5/ 8' SHEET METAL SCREWS 4) 1/4'x3/4- SELF TAPPING SCREWS PER ENO HINGE. PREPARATION OF JAMAS 8Y OTHERS. '2" DLA. SHORT STEIN.. 10 BALL STEEL ROLLER. JAMB CONFIGURATION SECTION C—C uta r 16aoeYY °iH' NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELD, P.E. 7/j/`/ d/' M WITHCURRENTBUILDINGCODESFORTHELOADSLISTEDONFLORIDAP.E. 148495 YOZ Projecu + THISDRAWING. NORTH CAROLINA P.E. 123832 l 4 3 ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLEEND ' 11, STILEOUTSIDEKEYED LOCK INSIDE HANDLE LOCK BAR LOCKING DESIGN LOADS +25.0 P.S.F. & -32.0 P.S.F. olnvDcxEIFD1" TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. SNAPLATCHLOCKOPTIONPART NO.: - LO: K BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. LYx. xx St w TlWar+isx 312 11" SL S& ISM m TOLERANCES «.IDEAL Ciim" OH 452D2 I& X 1413-381-m a0 . t.0.3FED 16. 1-51.3-762—MI9 00 t .015 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD Am- 3 OOl Oegreea - tt/2 DRAWN BY BMM DALE: 4/18/00 SCALE: NTS DIFG_ CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF f STZE DWG. NO.: 102137 REV. NO_ 1 GDMMXrMAmw2 8'ii@S896P`9- a•rx,4T+R^r3a r.1,._ i- 1 A 5—IDb--LIO.S / WJAM r KUM rNKj,. p". Y.i. .} .. 'Ir'Y,M'.!PI!.`/!.Y;lM:., .'tiinn" : . ':ti:•.. Permit R : U 0 G- Job Addre— ra-y G Description of Work: f CITY OF SANFORD PERMIT APPLICATION 3—Z - tI 7 pate: Historic District: Zoning: Value of Work: S permll Type: Ruildillg,_,,,_ ElcutTical ,1/1" Mechanical Plumbing _ Fire Sprinkler/Alarm Pool _ le{(hall Now SefvjFe - tt orAMPS2D) Addition/Allsration Chan to of Service _,_ Temporhry POle Meebanlea7: Qasidantlal Non>Resi credal ficplacemenl New (Duet Lvyoul & Energy C9Ic• Required) Plumbing/ New Commercial; a of Fixtures III of Water & Sewer Lines a of Gus lines _ Plumbinr/New Residential: N of Water Closets - Plumbl;ag Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: -- Construction Type: M of Stories: ri of Dwelling Units: Flood Zone: , (FEhfA form requirod for other than X) Part d r: ( Arach Proof of Ownership B Lc al Dmcrlptton) Owners Name & Ad rear:,+r T. G. _ C i ZS 2-2-Phnnr: -. vZ Contra tar Name b Address: statu Llounst Numhcr s Contact Pon: Yhoua &Fax: ..E art Donding Company: •,_, Address: _ ...... Mortgate Lender. Address: Phone, Architmanginaer: Fax: Address: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or inswllabon has comrntncad prior to theissuanceofapermitandthatallworkwillbeporfnrmodtomoatstandardsofalllawsregulatingcorsswctioninthisjurisdiction. I undctstand that r separatepermitmostbesecuredfccELECTRICALWORK, PLUMBING, SIONS, WELLS, POOLS, FURNACES, BOILERS, HEATERS. TANKS, and AIR CONDITIONERS, otc. OWNER'S AFFIDAVIT: I certify that all orthe foregoing information 6 accurate and that all weak will be done in eomplianty with all applicoble laws rngulatingconstructionandzoning. WARNINO TO OWNSR:'YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO 08TAIN FINANCING, CONSULT Wirth YOUR LENDER OR AN ATTORNEY BEFORE 14C:ORDINO YOUR NOTICE OF COMMENCEMENT. NOTICE; in addition to the requirements of thin permit. there tray he additional resniWons applicable to this property that troy be found in the public recOtds ofthiscounty, and that may be additional permits rcquirod fmm other govornmcnul amines wch as wator rru nag"nt districts, stater agencies, or fcdcral agencies. Acceptance of permit is verification ih3r I Will notify the owner of the property of the raquirMonts Florid ,Fsw713. Urle Signulure of Contractor/Agcrrl Dale Signature of Ownar/Agcn1 Prim Owner/Ag<n1's Nanta Print CvntroelodAgcn ' mx Signature of Nvtary-Siva. f Florida Hato Cignature of NutatySt f Fiords isle LiwnarM ficnt is Ycriunittly Known to Me err C'wrr30tnr/A;en1 is = Yar.rouily Known to Mr u, Yruduo: vA 11'! •,,._ DroduccA 111 __•,. ..._ APPLICAI' lt)K APPROVED hY: 1114p; Initial & Wiu) (Ulitial & f)uti) (Initial K I)atc) (hrlial S DWI:I JPu-,, Marie A. Zettiemoyer IDS Commission 4DD221380 Expires: Jul 15, 2007 Bonded Thru r''r °`, Atlantic Bonding Co.. Inc THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMIMIE CtWY BK 05202 PG 0307 CLERK'S # 2004025015 RECORDED @eE/191SW % >t81 t26 PM RECORDING FEES 6.W RECORDED BY L McKinley RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 Szo LjUS\a ay 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 ofCommencement. Description of property: Lot 87 Bakers Crossing Phase 2, Plat Book 62, Page(s) 97-99 Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple CERTIFIEDFeeSimpleTitleHolder (if other than Owner): Name: Phone #: VARYANNE lWo Address: Fax #: i.l:',} OF t;ll<WIT U Contractor: D.R. Horton, Inc. Phone #: Fax #: SEM f'liUN Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount ofbond: $0.00 Fax #: Lender: Phone #: 21004f Address: 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(1)(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: Exp,ration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horto , Inc 0 by: Robert awson, istant cretarye Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this l day of , 2004 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., aielaware Corporation, on e o the corporation. He/She is personally known to me. Notary Public, State and County Aforesaid OFFICIAL NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMIStnr r via iL1LY 26,2006QoVlgtna-ture Notary Seal CI I'V (W SANPORD PERNII'I' AI'Pl,I(:,\'ll()N Permit )i : © Ot) L-- Job llcscriptiou Wof ork: L historic District — /uuut . Value of \Vork: )__ 1'crmil 'rypC: 13uildin); —_ L lCctrical NICChanical ___ Ilumbing ___7.._ Fuc Sprinklcr/Alarm _ Pool Liectrical: New Service — 0 ul'AMPS Addition/Alteration _ C:harcgc of Savice _ Temporary Polc Mechanical: Residcollal Non -Residential Replacement Ncw ___,_ (Duct l_ayow & F'ncrgy Calc. Requircd) Plumbing/ New Commercial: It of Fixtures )1 of 1V;UCr S Sewer Lines !' of Gx, Lincs _Yy ` Plumbing/ New Residential: O/ of Watcr Closets Plumbing Repair — Rcst(lcnual or Commercial occupancy' rypc: Residential Commercial _ Industrial 'total Square Footage: Construction ' 1'ypc: IJ of Stories: it of Dwelling Units: Flood zone: (FEMA form required for other than X) Parcel 9: _ (Attach I'rua or Ocourtship Legal Dmriptiuu) Owners Name & Address: jz. A t r Phunc: Coutr jAFyk' ANTAtEdPLcp MBlNG. INC. P- 0 RAY NVVAA w 0027 9.9 'Slate l.iecnsc Number. C Phunc OVIEDO, FLORIDA 32 Contact Pcrsun: 1 ` Phone: Ifouding Company: ADVANTAGE PLUMBING, INC. Address: Mortgage Lender: Address: Architect/ Eugiucer: Address; Fa 7 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constucton in tills jurisdiction. 1 understand that a separate permit must be secured for ELLCTKICAL WORK, PLUMBING, SIGNS, WLLLS, POOLS, FURNACES, BOILERS. HEATERS, TANKS, and AIR CONDITIONLKS, ctc. WNG) t'$ AFFIDAVIT: I certify that all of the lorcgomr information is accurate and that all work will be done tit compliance with all applicable laws regulating construction and 'coning. WARNING TO OWNLR: YOUR FAILURL'f0 RECORD A NOTICE OF COMIMLNCLML•NT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY DEFORL KLCOKDING YOUR NOTICt_ OF CUMMENCEMIiNT. NOTICi;: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly 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, slate agencies, or federal agencies. Acceptance of permit is verification that I will notify the wxner of the prop eny of the requirements o'' Ion a Lich 713. Stgnamoe of Owncr/Agent lute Stgna e of t'ontrat Date Print OwncrIAgent's Name Print (.01111,100liAl,rnt N uric Signature or Notary -State or Florida Date Signatutc of Notary•Sta;c 441 lurid Date Owner/ Agent is — Personally Known to MC or Produced ID _ ----_—___-- APPLIC' A'1'10N APPROVED BY: lildg: hmual l Date) Special Conditions: Zoning: MARTHA Y. HALL Comraetor/ Agem „ ,,,,onahy hr D'lrr*tviC, State of Florida Prodmced IDy comm. exp. Feb.1, 2008 Comm. No. DD 258139 Initial & Datc) lJulntrs: _ ___ 1' D: Inumd & bate) ( Initial & Date) 10-03-203 9:52AM FROM Y. Lis Permit #,,. - Job Address: 3t 1 J LUS*04 CITY OF SANF'ORD PERMIT APPLICATioN age ` L Description of Work. Historic District: Zoning: 'Value of Work: 4e w V' o r—i qq PermitType: Building Electrical 1Meehatttical Plumbing Fire Sprinkler/Alarm Pool Electrical: New SeMoc — # of ANIPS Addition/Alteration Change ofstmcc Temporary Pole Mechanical: Residential Non -Residential Rcplacement New (Duct Layout & .Ettctgy Cale. Required) Plumbing/ New Commercial* # of Fixtures # of Water & SewerLines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commemial at Occupancy Type: Residential Commercial Industrial Total Square ]rootage: Construction Type: # of Stories: # of Dwelling Chits: Flood Zone: (FENIA form required for otUcr tan X) Parcel #: (Attach Proof ofOwnersbip & Legal G 3r 3 3 Phone: O Contractor Name & Address: LLL_ c` Ir., G State License Number r •rs Phone & P:,r. /% -. ,.' /'- / Q -f! . Cuittact Person: C G.l iw' Phone: •, ,,,j'.,,„y._2(r;i/ Bonding Company: Address: Mortgage Lcndcr: Address. ArchitecidEngineer Address: Phone'. Fax: Application is hereby made to obtain a permit to do the work and installations ss indicated. 1 certify *wl no work or installation has wmmcnccd prior to the issuance ofapermitandthuallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction, Iundarstund that a separate permit must be secured for ELSCTRIC.tL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNFR'S AFFIDAVIT: I certify that n11 ofthc lbregoing information is accurate and that all work will be done in compliance with all applicah)c law. rgguiaeng construction andtoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y',si It I nYl C TWICE FOR IMPROVdMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDP.R OK AN ATTORNEY BEFORE RECORDING YOUK NOTICE OF COMMENCEMENT, T_&E: In addition to the requirements of this permit, there may be additional restrictions applieable to this propeny that may be found in the public rccores of this county, and there may be additional x^nits required from other govurrunontal entities such as water managemutt districts, state agencies, or federal agcncics Acceptance of permit 1i verification tint I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. SignaUlre of Owner/AR nl Print Owner/ Agenl's Name Date Signature ui Nwary•Stateuf!'lo:ids D3tc Owner/Agent is _ _Persona:ly Known to Me or Produced ID, _ APPLICATION APPROVED BY: Bldc ` Zoning: Initial & Date) Spacial Conditions: ISnalvle Of Cbn aCIOf pa1C Print Co e r . gents am Sislw tvrr ol'No' late of flunda Uwe vtrn Beatty G Logan Contractor/Agent is-)zrMonally Known y Commission DD201551 Produced I D _ M Expires May 17 2007 Utilities. FD: initial & Datc) ( Initial & Dute) (initial & Da(e)