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298 Clydesdale Cir
PERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-,91.0.1 __......___._._ CBC 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTO MECHANICAL CONTRACT( PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISIONP44'.. Aft PERMIT # 01® d� DATE PERMIT DESCRIPTION PERMIT VALUATION 3 SQUARE FOOTAGE " W n 0 d ►3 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 298 CLYDESDALE CIR for which permit 03-00002707 has heretofore been issued on 8/29/03 has been completed according to plans and specifications filed in the office of the Build in Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electri zoni g and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: FIRE: Finaled 12 �.'��b(i� Inspected _ ZONING: Inspected _ UTILITIES: Water Sewer Lines In IQ ti y3q Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Drainage Maintenance Bond Street Paved PUBLIC WORKS: Street Name Signs Street Lights Storm Sewer Driveway Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 9/17/03 20.00 01-APPLCTN FEE -ELECTRIC 9/19/03 20.00 01-APPLCTN FEE -BUILDING 8/29/03 10.00 01-APPLCTN FEE -MECHANIC 10/10/03 10.00 01-APPLCTN FEE -PLUMBING 9/11/03 10.00 02-ENGNG DEVLPMT FEES 8/29/03 10.00 01-FIRE IMPACT - RESIDENT 8/29/03 59.27 01-LIBRARY IMPACT FEE 8/29/03 54.00 PAGE: CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building "located at 298 CLYDESDALE CIR for which permit 03-00002707 has heretofore been issued on 8/29/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 8/29/03 279.61 01-POLICE IMPACT - RESID 8/29/03 91.93 01-RADON GAS TAX FEE 8/29/03 11.88 01-ROAD IMPACT FEES 8/29/03 847.00 01-RECOVERY FD/CERT. PGM. 8/29/03 11.89 01-8CHOOL IMPACT FEE 8/29/03 1384.00 WD IMPACT:SINGLE FAMILY 8/29/03 650.00 SD IMPACT:SINGLE FAMILY 8/29/03 1700.00 - �p �'� ��e CAC),(\ rn 1/as OWNER BUILDING OFFICIAL / DAT ., CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: \ -� - \�') -(-- PERMIT #: C_:>? �� C ADDRESS: CONTRACTOR: �k Div Ac) � PHONE #: L. 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. C'f 13 ngineering 0 Fire �.. O• Public Works 7— Utilities Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY �10 a�ag� Approued REQUEST FOR FINAL INSPECTION lah� j (�) '-i�ujcnet- **** SINGLE FAMILY RESIDENCE**** DATE: a - \�; -�- PERMIT #: L- _?� ADDRESS: CONTRACTOR: PHONE #: y(D) - 8 -�, a - '� ��8 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. iEngineering ❑Fire (T lI )<)-3 �ublic Wor 4? _ ❑Zoning -- Utilities Licensing CONDITIONS: JO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) w=s CERTIFCATE OF OCCUPANC REQUEST FOR FINAL INSPECT r ****SINGLE FAMILY RESIDENCE** A DATE: a - H =- r PERMIT #: l J i u � 1A ri 4l V� l.d ADDRESS. �i �c C �(�- CONTRACTOR: �c, �c) PHONE #: y�`1- 8 � a - y ��8 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 Public Works tilities La�o� ❑Fire �1 ❑Zoning n � P ❑Licensing V1 1 A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 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 298 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 10, 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): ( ##° - ##' - ##.#W' or ##.#####� ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION BEMIN1. IP COMMUNITY IT 12NAME 028E & COMMUNITY NUMBER 162. COUNTY NAME 183, IAT B4. MAP AND PANEL I I 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 of flooding) 1202890045 E 4I17/95 4117/95 X 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) 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 Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction "A new Elevation Certificate will be required when construction of the building is complete, C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/Al A30, AR/AH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion, Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ®No o a) Top of bottom floor (inducting basement or enclosure) 48. 0 ft(m)co c o b) Top of next higher floor N/A. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA . fl(m) In16 o d) Attached garage (top of slab) 47. 4 ft.(m) 00 E .,Co N V o e) Lowest elevation of machinery and/or equipment w servicing the building (Describe in a Comments area) 47.3 ft.(m) E ro��-- o f) Lowest adjacent (finished) grade (LAG) 47.0 ft.(m) z' m o g) Highest adjacent (finished) grade (HAG) 47. 2 R(m) W 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. I 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. 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. SOUTH ST EE , EA ORLANDO FL 32803 SIGNATURE DATE TELEPHONE I� 12122/03 (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 I For Insurance Company use: Apt, Unit, Suite, and/or Bldg. No.) OR P.O. 298 CLYDESDALE CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32M SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY DATUM; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is - fL(m) in.(crm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated 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 of machinery 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: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections AB, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here 'rfattachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the oommunity'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 Zane A (without a FEMA4ssued or community4ssued BFE) or Zone AC. 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) 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 if attachments FEMA Form 81-31, January 2003 Replaces all previous editions r__ •-,,------._..-•-• - - PLAT OF SURVEY DESCRIPTION: '(AS FURNISHED) LOT 10, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA PROPOSED ROSE HILL PHASE II LOT 7 I LOT 8 50.00' 4�' f S89'33'46°E LOT 10 1"=30' GRAPHIC SCALE 0 15 30 op 4) 0 5.2'. ;. .. 5.2 29.7' 10.0' W cy)- LOT 9 C`10) Ll7 ONE STORY a (N1 16 CONCRETE BLOCK nw r' 0— rn RESIDENCE w -o FINISH FLOOR n`' 0 ELEVATION=48.0 z NOTE: THE FINISHED FLOOR ELEVATION OF THIS 96� STRUCTURE MEETS OR EXCEEDS THE ENTRY REQUIREMENTS SET FORTH 11J THE CITY OF 20.0, SANFORD CODE CHAPTER 6, SEC. 6-7(A). 5'2 ::;. a y 19.7' 5.2' - "CONCRETE;: 3' C/W ': DRIVEWAY'_ . ------.--.----- �;'-'YI\... N_-I WALK IS 460 10' UTILITY EASEMENT .:`. 1.4' OFF — .1,16.0:;':.� w; N89'17'34"W 50.00 NIO Klul olC 0 NI PT,\_— 15801' LY�. I 343.1T - _ CENTERLINE OF N89'17'34"W - - - -- RIGHT-OF-WAY - TRACT A CLYDESDALE CIRCLE 50' RIGHT OF WAY NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 12-19-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON THE NORTHERLY LINE OF L BEING S89'33'46" E PER I (FIELD DATE:) 12-19-03 SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM40134 DRAWN BY: E BASED ON 10 AS REVISED: 12-19-03 CKB 3 OESCRIPTON 08/04/03 PLAN 05-20-03 CKB/ CERTIFIED TO AND FOR THE EXCLUSIVE .USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. ERICA D. HAIRE ------------ b1 0 o)_ LOT 11 N N In �. N c0 0 0 V LEGEND BUILDING SETBACK LINE - CENTERLINE — — RIGHT OF WAY LINE 131. 4 EXISTING ELEVATION OCONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED FND FOUND C/W CONCRETE WALK .. S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH Pk PARKER KALON R RADIUS POC POINT OF CURVE WALK IS 1.4' OFF 501.18' Q FND NAIL AND DISC LB N6393 (12/19/03) SET 1/2" IRON ROD AND CAP ® LB #6393 (12/19/03) -CNA CORNER NOT ACCESSIBLE DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC - DENOTES POINT OF CURVATURE PI- DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE -PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF. COMPOUND CURVE I HEREBY CERTIFY, THAT THIS 130UNDAHY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER S1G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. AMERICAN SURVEYING & MAPPING + FOR CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 . THE 320 EAST SOUTH STREET, SUITE 180 FIRM ORLANDO, FLORIDA 32801- (407) 426-797s ALIAM R. M SCATELLO JR. PSMj/49 8 DATE CITY OF SANFORD PERMIT APPLICATION Permit # .. Job Address: Description of Work: 1Z Historic District: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pogl _T_ Electrical: New Service — #off S Addition/Alteration Change of Service Temporary Pole Mechanical! Residential �( Non -Residential Replacement New (Duct Layout & Energy Calie, Required.) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or CommercialT_� Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for otla:c.r Glzan X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & t4ddress: ' r Phone: —_----- Contractor Name &Address: License Num Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with 'all' applicable, law:: rOgulating construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT tN YOC JR 1'/t.YiNG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public record---, of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or f(Acra.l agencies. Acceptance of permit is verification that I uill notify the owner of the property of the req Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Flonda Date Ox%iier/Agent is _ Produced ID Personal]% Known to Me or APPLICATION APPROVED BY: Bldg: Initial & Date,, �necial Conditions: Zoning: 7l IO'iolo 3 gn e of Conc-actor/Agent Date P Contractor.A nt's me Signature of No--try-State of Flonda Date Contractor/A2c-::s Personaii% Known to Me or Produce, :D (Initial & Date) FD: _ (Initial & Date) (Inrnal & Dat: MY COMMISSION # DD 212893 EXPIRES: June 14, 2007 Bonded Thru Notary Public Underwriters .. J G-L4- i yyo u: p i Y'f�l (- nun CITY OF SANFORD ELECTRICAL. PERMIT APPLICATION Permit Number �'-21on Date: q 5- 03 The unders pied hereby applies,, fqr a��permit to i9stall the following electrical: Ownees.Name`` .Q hb�Ta�f, �� � Address of, Job: n { �1G yo"O C LQ+ C o Electrical Contractor: br► 1 �d���,7J'r,� �v�.,ts, 14 C. Residential: Non -Residential; By Signing This application I am staling that I am In compliance with City of Sanford EJectdcal Code. Applicant's Signature State License Number �— JG—LlJ 3 / ; a 1NM r SUM qvp^es- :1 'R'r,"nv,.�rrrMce.Y;i*�:. :��''yiSt„ nr.,,-:,�•• Permit u : 0 3 — Z2 07 job Addros Z. I :�.(A Description of Work: e� �_� •� Historic District' Zoning: CITY OF SANFORD PERMIT APPLICATION Date: Value o1 Work: Permit Type: Building,Elevtrical `-� Mechanical Plumbing Firc Sprinkler/Alarm Pool r Electrical: New Service — N of AMPS ,50 c� DO Addition/Alteration Change of Service Temporw-y Pole mechAnical: Residenfial _ Non•Residcntial Replacement New (Duct Layout & Energy Calc, Required) Plumbing/ New Commercial' A of Fixtures # of Water & Sewer Lines rt of Gas lines Plumbing/New Residential: fi of Water Closets,_. Plumbl�g Repair— RE>tden[ial or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: _ — Construction Type: of Storiei: ts of Dwelling Units: Glood zone: (FENIA form required for oiher than x) Pared 9: Owners Name & Addrest: Z3 Z Z— (Attach Proof of Ownership & t.cgal Dttscript[on) Phone. Conrracmr Narnc & Address:— r G/il% /�iYy' State Numh. t atcer_... Phone &Fax:�f) i — ��/c/ �'" 3 C Contact Perron: �LC{,..T i Phone: L`/ Bonding Company: Ntorlgagt LenAer. — - Addreu: Architcct/Engineer: Phone'. Fa a: Address: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wink or installation has cor vnenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I undo-, and thus . scparatc permit must be securtd for ELECTRICAL WORK. PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ere. Q ER'S AFFIDAV IT: I ocnify that all ol'the foregoing information is accurate and that all wurk will be done in compliance with all apPlicuble L;ws r, F)ating construction and zoning. WARMING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OK AN AT-TORNi:Y BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOT1C : in addition to the requirements of thin permit, them itvy he additional restrictions Applicable to this property tlwt tnay be found in the public records of this county, and there may be additional permits required from other govemmcntal cnntiw such as water rrAnagenrent distracts, state agencies, or icdc: al agcnc,r . Acceptance of permit is vcritieation than I will notify the owner of the property of the rtquire ntc o�da Lien w, F Signatur'c ufOwner/Agernt Dale Signature of Contractor/Agent Dcte Al Print Owner/Agent's Narnc Print Cunt=. for/Agent's Na'mc �a1e Signature of Nut St.nte nt' Florid Dutc Signature of Nulary•$rarr. of Flnnda �iwil er/n.gcnt is ___ PersurtNly Knnwn ar ale ur (,'ontnclnr/A�cnt is I Yi r:rnrily Known iv MC 1n Produccn IU \I'I'L.II A'iAPPROVED) By llidl� (Ir�li.,l — (Inipal 1L I)aiu) (Initial & Date) In ties K U'etc) CITY OF SANFORD PERMIT APPLICATION Permit #: 0a Date: -1 r o ! V 3 Job Address: 7410 &ktfl . Gdv&s J Ini L.9 le, Description of Work: Pl 1 #i_4" 1 Historic District: Zoning: Value of Work: S� Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool i Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines J� Plumbing/New Residential: # of Water Closets 4 Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwclliog Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) p Q. Owners Name &Address: _ Phone: Contractor,Name & Address: -State License Number: Cr —GD'r , f F I E PLUMBING, ING(act Person: �ht'kv Plione. g� iitie ` 3�el Phone &Fax: ADVANTAL 70. BOX 27 Bonding Company: QVIEDO, FLORIDA 32762-0027 - Address: (407) 366-3994 Mortgage Lender: i i Address: Architect/Eugineer: Phone: Address: Fax: 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 standardsof all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'SAFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance, of permit is verification that I will notify the owner of the property of the requiremen o I ,ic aw, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date A T �w.l4, Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Datc SYL,. ' MARTHA Y. HALL ` MY COMMISSION # CC S��840 Owner/Agent is _ Personally Known to Me or Contractor/Agent is?_<1— Persona = M%WPIRES: February I, `°Thru Notary Public Unfj&r , ters Produced ID Produccd ID a"' APPLICATION APPROVED BY: Bldg: Zoning: (initial & Date) Special Conditions: i (initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) � COUNTY OF S[MINOL[ + IMPACT FEE STATEMENT ~`^~-_� ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75619 DATE: _O _ BUILDING PERMIT (CITY) COUNTY NUMBER: UNIT ADDRESS: TRAFFIC ZONE: ___ 'JURISDICTION: O6 CITY_[�'_ ----------- SEC: TWP: RNG: PARCEL: SUDDIVISION: TRACT: ------------------- -------------------/>�\ PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWN[R NAM[ | ' -= -----�-....-T--���- ---------- ADDRESS: --/�}�--L�...-_..z'- �/��|--------- APPLICANT NAME: ADDRESS: LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE; Residential WORK DESCRIPTION: Single Family House: Detached - Construction --------------------------------------------------~------------------------------ FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAi' DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS | ------------------------------------------------------------------------------- �OADS '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 3C\|OOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AM0JNT DUE $ 2,285.00 STATEMENT ' RECEIVED BY: x��� 0d,�^J SIGNAT ^ URE: L������`_��� ,��� '� __ __ __ (PLEASE PRINT NAME) DATE:; / NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY ' . 2-APPLICANT 4-COUNTY **NOTE** PERSONC ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE 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 OCCLrANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIP011T THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING PPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION FICE:: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-747 PAYMENT SHOULD BE MADE TO: CITY OF SANFORD ` BUILDING DEPARTMENT ` ` 3O0 NORT\\ PARK AVENU[ SANFORD. FL 32771 \ ` PAY�ENT SHOULD BE BY CHECK OR MONEY 8RDER, AND SHOULD REFER[N�� THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TO:'' L.EFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A**'* FAMILY BUILDING PERMIT******************** iuuuueumueneeuinueueuuueumumuleiiuii � . MARYANNE MORSE, CLERK OF CIRCUIT COURT THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida,32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 SEMINOLE COUNTY BK 04986 PG 1257 CLEWS* 2003152349 RECORDED 08/29/2003 1�:03:42 PM RECORDING FEES 6.00 RECORDED DY. G Harford NOTICE OF COMMENCEMENT Zl $ LY Pis D� G112C1 (Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Desch ion of propertyy Lot(s� 11, 46, 49, 51, and 84 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Semin'al"e 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 Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: .Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National 9rive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: 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: Ex '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. Horton, Inc 0 by: r�l o e awson, A cretary (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE iL- The foregoing instrument was acknowledged before me this day of 2003 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc.�aware Corporation, e a o t e corporation. He/She is personally known to me. Notary Public, State and County Aforesaid t ignature ( FFICIAI. NOTARY SEAL I PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. JULY 26,2006 Notary Seal gz CERI-IFIEU C()Pv IWARYANIVE MORRE GL.ERK OF RCU T COURT IPIQ � •, F r D U CLERK CITY OF SANFORD PERMIT APPLICATION ® Permit#. Date• Job Address: � Q ��1�L��G C-Tan— Description4 of Work: E)P Historic District: Zoning: 1 1 - Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temportiry Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) F. Plumbing/ New Commercial; # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial Occupancy Type: Residential V/ Commercial Industrial Total Square Footage; Construction Type: 55igtyl # of Stories: # of Dwelling Units: �_ Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: �.1Z . AA05 77W , a-� Phone: 40� (8 � 0 Contractor Name & Address: t 101 State License Phone &Fax: \QN " 4 'Number: c ontact Person; �1._ Phone me ,� Bonding Company: Address: _ Mortgage Lender: Address: Architect/Engineer: Phone: 40-4I aa4 AddressA31 �d • 1 ,^ In �-1f�1�� -- � ��} `1 � Fax: AO-41=r4 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 construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of p ri atio that I will notify the owner of the property of the requir ents of Florida Lien La , 713. �Signature of Owner/Atom, Date Si ature of Contractor/Ag Date Print Co clot/Agent' Signifureaotar5P1EUh1Wjk%bL-rON Date Si ature of 'otaORIDA 'y A ) �OULTON Date gL1CyTATE OF FLISSION NO. DD13433() NOTARYPUBLICSTATE OF H ORIDA P LY 26,2006 COMMT`� ,DD134330 Owner/Ato Me or Contractor/A wn to Me or — Produ Produced ID APPLICATION APPROVED BY: Blcl :_ YN U '624 _10_�Zoning: (Initial & Date) Special Conditions: (initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) CXTY OF SANFORD P-0. Box 2847 SANFORD, FL 32772 PHONE.' 11 (407) 330-5630 APPLICATION FOR U'T'ILITY SERVICE AC(;OUN"l, (DULL NAME) SERVICI: ADDRESS FAX 11 (407) 328-7367 M.AII..,I NC; A.DDRESS�5O � a.'2 t* 1.11N R�CL}' (, D6�rP TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE own-z'r/COMMERCIAL C7 P, A111 nN 4 vti G �a�"�► Cou �'}vn WORK# 4p-+ SOCIAL SECURITY# HOME# (\)-P, OWNER OF PROPERTY_ D,'Z I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTH PROVIDE PROPER IDENTIFICATION AND ANY OUT PAID AT THE TIME. WHEN TRANSFERRING ALL OUTSTANDING CH I AM ALSO RESPONSIB NDERSTANI`YHAT DEPOSIT TO ANOT *ES. OR MAKING SURE 7 SERVICE IS ESTAB WATER FAUCETS PAYMENT OF MY A THE NEW APPLICA NDING CHARGES N SERVICE ADDRESS. TALL FAUCE P SERVIC SIGNED~ DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL $ CUSTOMER## LOCATION# LAST BILL READ THIS READ CSR DATE MUST T BE ED. PAY Limited Power Of Attorney I hearby name and appoint: Craig Couiton and each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and The Buildinq Dept. of: C. For a residential permit for work to be performed at: ply t ) r4 i rj4. 4(,- l+o n Lot # : 10 2- Subdivision Cr r�ss i Address: 2qg 2 ASP 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 instrum nt was acknowledged before me this: Date: p� By: Richard B. Ladd ( Contractor ) Who is personally no n to me. State of Frorac rida o County OFFICIAL N�OT7RYSFAL PATRICIA CONOTARY PUBLIC STACOMMISSION NMY COMMISSION EXP. LY 2, Notar/Public Signature Notary Seal CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT ❑ 1, Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) ❑ 2, Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: ❑ a. Foundation plan Indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. ❑ b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, andlor opening sizes, smoke detector, location(s), landings, docks and stairs. Bathroom fixtures and distances from walls are to be shown. Mote the State of Floridn requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) ❑ C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. ❑ d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing inter and exterior. Show all components of wall section. ❑ c. Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. ❑ f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. ❑ g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. ❑ h. Square footage table showing footages: 43J S.F. Garages/Carports _- -- Porch(s)/Entry(s) S.F. Patlo(s) 112 S.F. Conditioned structure S.F. Total (Gross Area) Z3 S.F. ❑ 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) ❑ 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. ❑ 5. Other submittal Documents: ❑ a. Utility letter or approval when public water supply and/or sewer system connection to be made. ❑ b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Blvd,Sanford, FI (407) 665-3600. c. Arbor permiit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. ❑ 6. Application to be completed thoroughly and signatures provided by a licensed anal Insured contractor. OWNERBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORZDA 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 I. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tie bead" - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing ill Tenant Separation / firewall 12. Insulation, walls and/or Collings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATEg —1 103 SIGNATURE (By Owner or Authorized t) 4CONTRO!.. &; . Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Quarterly Payment Amount�` (First payment due on the Install Anniversary Date) Contract Number Any payment deemed 30 days past due tivill result In the cancellation of this Warranty and justify removal of the Sentricon System, PUCHASERS NAME AND ADDRESS Name Address (S!3� City/State/Zip lJ�t3Cn �i 3?ZL CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone & Email Phone & Email INSTALLATION ADDRESS: L C—)5 SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer, THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVERN THE RELATIONSHIP OF THE PARTIES, Apex Representative Signature Date Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained In literature provided by DowElancot 1, Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s), 21 monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and 4, during those years, Inform the Customer of, a. any new or increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and e. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity, The Company will extend this Service Commitment following the original twelve month obligation. The con Pretreatment Plan may61.m intained for the LIFETIME of the Identified property subject to the terms and conditions of this agreement for. er quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the uarterl per year. q y payment amount, not to exceed 10% The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the nrea(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or under the area(s) baited. At no time will damage caused to any portion(s) .of the Structure(s), even by an active wood destro in Insect infestation, be the responsibility of Apex In areas where any of the conditions described In'this Paragraph exist, Failure of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph, DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY .IMPLIED W MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR W ARRAINTES. OF FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO TTHHE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and In no. event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed, F SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)it Is the responsibility 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)lt 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 without exception. t. 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 as Installed by Apex on the Customer's premises under this agreement. 2. 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 will- (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(notes Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received (4)If 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, andl(S)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 a 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 termlticide being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will Immediately notify Apex in writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided. by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder in avoidance of damaging any part of the Customer'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. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida. If any part of this Agreement Is held to be Invalid or unenforceable for any reason, 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. to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuel/or materials, strikes, 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 be responsible for; (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 been repaired by Customer's evidence of receipts. 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 for commercial arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all thf provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et sea, 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 tell be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual basis and not a class wide basis. 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 any 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 b relieved of any liability hereunder If Apex determines, In its sole discretion, that It is unable to prevent or stop further damage to Propert from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made immediately in writing t The Apex Corporate Office. Apex is only obligated to perform under this Agreement if the Customer allows Apex access to the Identifle Property for any purpose contemplated by this Agreement, Including but not limited to re -inspection, whether the Inspection was requests by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from Its effective date, After th Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer fee payable to Apex within (thirty) days of the transfer of the treated Property, *Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area er S Psland, L 7006 Stapolnt Ct, #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407.459-2847 407.858.0540 800.929.2847 813.221.284? 888.764.2847 877-459-2847 PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 10, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 1" = 30' GRAPHIC SCE 1 0 15 30 LOT 10 CONTAINS 5815 SQUARE FEET t THIS STRUCTURE CONTAINS 2280 SQUARE FEET t TOTAL CONCRETE 577 SO. FT. t TOTAL SOD 2958 SQ. FT. t PROPOSED ROSE HILL PHASE II LOT 7 LOT 8 50, 00' S89-33'46" E N^a LOT 10 DRAINAGE TYPE A io n I.—.—.—.—.—.—.1 29.7' LOT 9 ='PORCH o LOT 11 10.0' � 39.7' Cn CT) (V PROPOSED N V .— 1749 In FINISHED FLOOR N (0 N ELEVATION=48.0 59.3'1p O o u p Z COVERED ENTRANCE 20.0' w 19.7' L . . . — - 9 V ------------ 10' UTILITY EASEMENT,' N 3; N89'17'34"W — — — 50.00' NlO IO Olin OI �I I PTn__158.01' _. _ _ - 501.18 I �PC _ _ 343.17' _ _ n L1 CENTERLINE OF N89'17'34"W iIr/7- RIGHT-OF-WAY ' PREPARED FOR: D.R. HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' MINIMUM LOT WIDTH 50' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSE` 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 THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X;. AREA OUTSIDE 100 YEAR FLOOD. _. BEARINGS SHOWN HEREON ARE BASED ON TIIE NORTHERLY LINE OF LOT 10 AS BEING S89'33'46' E PER PLAT. (FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO, ASM40134 ENSED DESCRIPTION 08/04/03 DRAWN BY: PLOT PLAN 05-20-03 CKB/ TRACT A CLYDESDALE CIRCLE 50' RIGHT OF WAY L )a NS kic VIEWED '-f TV OF SANFORD LEGEND — — BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH - - CENTERLINE POB POINT ON BOUNDARY POL POINT ON LII4E — — RIGHT OF WAY LINE PCC POINT OF X%% X PROPOSED ELEVATION POC POINT ON CURVEUND _CURVATURE PROPOSED DRAINAGE FLOW OR PD OFFICIAL RECORD PLANNED DEVELOPMENT CONCRETE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT OF CURVATURE PRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION PCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE (P) PER PLAT _ PT DENOTES POINT OF TANGENCY (M) MEASURED TYP TYPICAL (CALC) CALCULATED A/C AIR CONDITIONER FND FOUND CBW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT S/W SIDEWALK R RADIUS CP CONCRETE PAD CS CONCRETE SLAB PS PLAT BOOK C CHORD LENGTH PGS PAGES R/W RIGHT-OF-WAY NG NATURAL GRADE ORB. OFFICIAL RECORDS BOOK SO. FT. SQUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. —4—✓ FOR THE FIRM WILLIAM R. MUIC JR. P �j4 28 DATE GAASM400SM40134.dwq, 814J20033:09:36 PM ' CAULK BETWEEN B.v. ONE BY WOOD CONCRETE OP WOOD BUCK L (BUCK VIDTH) BOOK BY OTHERS MASONRY OPEN[N(� %� MAS-Y. OPENING 6Y OTHEP.S / BY OTHERS INSTALLATION ANCHOR ONE BY WOOD 3/I6. Ofa. )ARGON CAULK BETWEEN VINOOV FLANGE L WOOD BUCK (< j} jj 1-I/4• MIN. BUCK BY OTHERS ST 8Y a c EMBEDMENT SHIM AS REO'D. c 1/4' MAX. RIGI➢ VINYL (SEE NOTES) GLAZING BEAD (TYP.) a: � ir, 1-1/4• MIN / EN3E ONENT � D C INSTALLATION ANCHOR 3/16' DIA. TAPCON STUCCO BY OTHERS / SHIM AS REO'0. J/ (SEE MNOTES) GLASS . O PERIMETER <T rPJ<SEE NOTES) - CAULK BY. OTHERS FLANGE TTPE FLANGE TYPE WINDOW FRAME - WINDOW FRAME. JAMB CAULK BETWEEN RIGID V11 HEADER VINDOV FLANGE o L WOOD LAZING BUCK PERIMETER GBEAD CAULK <TYPJ GLASS BY OTHERS 0OV (TYP.) (SEE NOTES) V.V. IGHT) (WINDOV VIDTH). E J(. (BUCK CAULK BETWEEN CAULK BETWEEN WINDOW HEIGHT) WOOD BUCK L FLANGE L PRECAST SILL BY OTHERS V/ VULKEH t ADHESIVE BY OTHERS CAULK. OR aPR V'D. EOI. SECTION B — B FLANGE TYPE PERIMETER /— WINDOW FRAME CONCRETE OR CAULK / SILL MASONRY OPENING ' BY OTHERS � / BY OTHERS T a r W.W. ^Y / BAST SILL Y OTHERS —� 0 9 /�'. "�— SECTION A —A A BI C ( �� NOTES' M rr' 1) SHIM AS REDO. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE -•Y SHIN STACK TO BE 1/4•. (� E 2) WINDOW FRAME MATERML: ALUMINUM ALLOY 6063. F— —1 ��� 3) INSTALLATION ANCHOR MUST BE OF SUFFK:IEN7 ITH. TO ACHIEVE ■i MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SiUCONIZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT MEAD 1c JAMeS. SILL MUST BE ATTACHED TO THE SU35TRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE .SILICONIZED ACRYLIC WINDOW FLAE CAULK FOR PERIMETER SEAL AROUND N./.H. G EXTERIOR OFNG 6) IF EXACT WINOOW SIZE IS NOT LISTED IN ANCHOR. CHART, US•_ ANCHORU OUANTITY LISTED WITH NEXT RGER SIZE, FOP. T::_ "W APPROPRaTE DESIGN PRESSURE RED'(). 7) GLASS THICKNESS Eli&MAY VARY PER THE REOUIPEMENTS OF ASTM ^LASS CHARTS. �1 8) LETTER ESIGNATIONS ON THE TAPCON LOCATION C�:AP.T INOICA. E WHERE TAPCON ANCHORS ARE TO BE INSTAL—, WHEN u=;NG EXTERIOR ELEVATION AS A KEY. 9) ALL FACTCRY APPLIED MOLES NOT OESIGNATED FOR TA -CON ANCHOR SHOULD BE FILLED WITH le SCREWS OF SUF:IC;E. _Tr. TO PROVIDE MIN 5/,S IN EMBEDMENT INTO WG00 SUCK, i�, 10) FLORIDA-XTRU0ER5 1COO SERIES SINGLE :iLNG IS SHOWN. -15 M _ ^ _ PRINT iG APPLIES -n TE rF.DF.IDA E(TRl7E;5 i50G A.+ •CCC _ I r �/ / ;1 I I %1 IV i SERIES SINGLE HUNG - l JI � \ II) WH M\OG'•Y IS Ih�� N Y _V Nf W RU A, 1Yl By t = r - Jt K _ _ SUF IC NG _ l 7 1 l / J MN _J1.t ti" ) I r JC r' 1 �• � ALL :N, h : _ JI _ r f I E Imo: P. VdWE® C'Ty Ot SANFORD 1*:PCON LOCATION CHART ; CALL BUCK LOCATIONS IN HEAD LOCATIONS. IN JAMB SIZE SIZE 30vsF TO 1-- 41 c57 TO 70PSF }Ovsi TO 4Gv5F. a l A57 TO,.;70c31' . t2 13 III i/8- x zs to 1/8 8 e .I+ 16 I/a X 49 5/5 t 45" t6 I/a K ss 1/4 B :15 ''16 : <ta 1/8 X .62 8 8 1. ,: .: Ia 1/6 X 71 fG{� TGJiJ 17I 1 a X83 -IH2 -IH .;5 1 1/2 X 23 2/2 X 37 3/e 8 8 8 . e ( fF F -1M4 � -23 I/2 X 495/a tk GJ(J3 � IM45 25 1/2 X 55 1/4 8 8°"FF ' FGl+,1''" INS 25 1/2 X 62 IM6 - 15 1/2 X 71 e, �'F,GJ IN7 25 t 2 X 63 8 8•F,G,J.K K� 30 1/2 . 26 29 1/2 X 25 8 30 1/2 . 38 3/8 29 1/2 X 31 3/8 - B�FG 30 1/7 . 30 3/a 29 1/2 X 49 5/8 8 8 .:,. F,G •:1.-. F.G.HJ._y:.,? 30 1/2 . 56 1/4 29 1/2 X SS 1/. 8 B F,C -. F,G-tv 30 1/2 bJ 29 1/2 X 52 6 6 F.G 30 1/2 . 72 29 1/2 X 71 8 6 F.G,HJ F,G,HJ. 30 t 2 a. 29 1 I X a3 e 8 F,GJ.K - F,GJ•K -. 36X25 23 38 X v ]/d 8 8 F,C i,G - 24 38 x 49 F,G,HJ.: 245 36 ■ is t/. 8 8 F,G F,G,MJ ... 25 36 x 62 8 8 F,GH,1 F,G,HJ , 26 36 X 71 8 8 F,G,H,1 O.Ej,G mi, 27 36 x 83 8 6 F,G,JJ( F,GJU,I.,K + x 41 X 25 42 . x 3/e .I : 37 3/1 8 8 F.G f,G,nJ 42 . SO 5/8 a x .9 3/L 8 B - F.G FAIN 42 . 56 1/4 41 X 55 1/4 8 B F,G.H 1 F,GJU I 42 a 63 41 X 62 8 B - F,G.H.1 :O,E,F,G.HU 42 . 72 41 X 71 B 8 F,GHJ O.E.F.G.Ml + . 8s +t x 53 1 a F.GJ.K F,G"J.K 4a 4 26 47 X 25 5 A.0 - •a . 38 3/8 47 X 37 3/4 8 A.0 F.G F,G.HJ 4a . 50 3/a .7 X .9 5/3 a A.0 F.G '. F.G.HI 1a . 56 1/a 47 X 55 V. 5 A.0 F,G.HJ F,O.HJ 46 . 63 47 X 62 8 A.0 F.G 'NJ O.E.F.GHI - 4a . 72 47 x 71 8 A.0 F,G,M.t O.E.F,OH.1 - a . 4 47 X Ili A f F K D F HI K 32 52 1/3 X 25 8 A.0 F,G. F,G .. 33 52 1/8 X 37 3/8 8 A.0 F,G '- F.G.HI 34 52 1/8 X 49 5/5 a AX F,GH,I F,G.HJ 345 52 1/8 x 55 1/4 8 A,C F,G.H,1 0,E.F,G.H.I. ill 52 1/a X 62 B AC F.G,H,1 O.E.F.G.H.1 36 52 1/a It 71 8 A.0 F,G.H,1 O.E,F,GH.1 • 37 1 52 I/3 X 83 2 1 A.0 F.G.J.K O,EF.G,J.K.J.K • 37 SIZE NOT AVAILAeLE IN 1000 OR 1500 SERIES. FLORIDA EXTRUDERS INTERNATIONAL.SAF D, FLORIDA. , TITLE: INSTALLATIQN D=T.4:' �1------ cr.!_ HUNG FLANGE I,;;Nnl::,� J.'. - s=� i =5 , 000 . I c .,uo a o00 J _ DRAWN E3Y: E; 3 1 APPROVED BY: ! DATE: I iJ: 0=/± �' iSCALE.. , � IDSvr.., -LEXOJ i b a ,R SHEATHING BY OTHERS EXTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS •8 INSTALLATION ANCHOR SCREW (TYP.) SHEATHING BY OTHERS 1' MIN M8EDHENT CAULK BEHIND FIN t( -SHIM AS REO' TVO BY BUILD (SEE NOTES) DOWN BY OTHERS FIN FRAME JAMB HOTES $HIM AS R£O'D. 1) SHIM AS REO-D. 'ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING <SEE NDTEU .. :SHUA. MAY- SHIM STACK TO BE 1/a-. Y GLAZING (TYP '. .2)wIN00w fRAME MATERIALALUMINUM ALLOY 6063. -� SEE NOTES) 1/4'.NAX 3) USE-SRJCONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL & JAMBS. SLUM SPACE f) USE--SRJCONRED M.RIJC YCAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. VARY PER THE REQUIREMENTS Of CLASS $) GLASTS ALSSIMO OUA ED. CHITS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUALIf1ED SINGLE GLAZING _ SCREW ANCHORS AT HEAD. _SILL & JAMBS SHOULD BE /8 SCREWS OF StIrnocIENT . ". ,.:. LTH. TO PROVIDE MIN. 1 IM. MIN. EMBEDMENT INTO WOOD FRAME. PLACE 18 SCREW ANCHORS 6- FROM CORNERS AND 24" D.C. MAX. EXTERIOR .- -- 7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SEPoES &, 2000 SERIES. f—VINDOv VIDTH- 9) ELEVATIONS SHOW COMIAON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 GLAZING (TYP. SEE NOTES) -FIN FRAME SILL SHIM AS R£0'D.— (SEE NOTES) / I" NIK SECTION' A -A _T L I/v tiAt SAS SPACE FBY IA('MAX.M8 INSTALLATION SHIN SPACE ANCHOR SCREV (TYP ) TWO BY FRAMING OTTERS CAULK BEHIND fIN 4 f 4 M EXTERIOR FINISH , BY OTHERS .::...:....:.:;, PERIMETER CAULK BY OTHERS SERIES DESIGNER FIXED WINDOW FRAMING SYSTEUS. CC!`p 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE SECTION B_ _ D LL MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. EXTERIOR ELEVATION T'JO BY FrpAN:NG BY OTHERS e i CAULK BEHIND FIN r hS�E� •� r; t�s)2� 2002 )w tT EXTERIOR ELEVATION FLORIDA EXTRUDERSINTERNATIONAL,, RIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: BB I APPROVED BY: DATE:02/14/02SCALE: NTS JDwG.: F-LEX0037 8) ONE BY BUCK BY OTHERS BETWEENCAULK Dv FLANGE LSHEATHING PLYWOOD (TYP.) BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS SHIM AS REO' (SEE NOTES) WINDOW FRAME - HEAD INSTALLATION ANCHOR 410 SCREW -�— BUCK WIDTH BUILD .DOWN (ALSO OTHERS NOTES: TWO BY FRAMING —� TO SILL)1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. BY OTHERS 1 ALLOWABLE SHIM STACK TO BE 1/4 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1-3/8" MIN. 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LTH. TO ACHIEVE SHIM AS REG'D EMBEDMENT MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 110 INSTALLATION ' (SEE NOTES) SCREWS AT HEAD & JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8- MIN. EMBEDMENT INTO WOOD FRAMING .AND BUILD DOWN WHERE REQUIRED. -INSTALLATION ANCHORS & SCREWS TO BE PLACED 6 IN. FROM CORNERS _& 24 IN. t O.C: MAX . - r.: r:_. WINDOW FRAME %" a .4) USE SIUCON(ZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD, SILL & JAMBS. JAMB t'.` S) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE . GLAZING 1/4' MAX. 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS SEE NOTES) SHIM SPACE CHARTS. SINGLE GLAZING IS SHOWIL INSULATING GLASS IS ALSO QUALIFIED. 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE -ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY - TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. '8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO - APPLES TO FLORIDA EXTRUDERS 1750SERIES& 2000 SERIES. _ 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMN USE OF D THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL PERIMETER CAULK CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750. & 2000 BY OTHERS WINDOW HEIGHT EXTERIOR - GLAZING (TYP. SEE NOTES) VINDOW FRAME SILL PERIMETER CAULK SMM AS REO'D BY OTHERS cI'M NOTES) EXTERIOR FINISH BY OTHERS \ ...-.—.,. CAULK BETWEEN WINDOW FLANGE Q 1 L ONE BY WOOD j BUCK CAULK BETWEEN WOOD BUCK t MASONRY OPENING BY OTHERS CONCRETE OR SEC I'IOt'J A —A Br OTHERS SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. J 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE WINDOW WIDTH MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. BUCK HEIGHT L 1/4- MAX EXTERIOR ELEVATION _ SHIM SPACE 4 \tl-l/E .XENT FLORIDAB.G.A.a".EMB OENT NE BY WOOD _` "s`Y&, % t_ BUCK By OTHERS�FILE I.' 1\` 1NiiRLLAi1_ANC:tO TER +I l - -/�, f1 �' 3/16' Di- IAPCON 7-3/8 MIN. EMBEDMENT r4' MAX. IM SPACE CAULK BETVEEN.. TWO BY BUCK -L:CONCRETE • - BY OTHERS , INSTALLATION ANCHOR ,., )WGOV HEIGHT N / HEIGHT JE63 A EXTERIOR ELEVATION FLORIDA EXTRUDERS)SANFORD, FLORIDA TITLE: FLANGE INSTALLATION DETAIL W/ FRAME BUILD DOWN DESIGNER, FIXED WINDOV 1000, 1750, & 2000 SERIES DRAWN BY:BB I APPROVED BY: DATE:02/12/02 SCALE: NTS JDWG.: FLEX0036 SLIDING GLASS DOOR FRAME SILL t�T OF 1-1/8' INTO W00. TA7CON TTPC IMTKIAT/W AKN6iS,.1'.SIL1, KIST- K OF T5S TtfFICiEMY LENGTH TO ACHIEVE "IN. ll.DENT OF 1 VK TnTO NAS.T OR C(Y{R£TE. is / 31 /MiALLATtON ANCHOR CHART ON BACK (r THIS SHEET. - a 17SL SILICOMZED KRriIC EAALK 9EHIND DOOR FLANGE 7 MEAD L lANN9i j / S1 USE SIUCC!OZED ACRYLIC T LISTED FOR PERIMETER HART R USE A HOR! ?OR T!Tlp 0'L / / 61 IF EVCT DOOR SIZE It HOT USIED W ANCHOR CHART. VSE ANCHOR IXIANTiTr LISTED VI?M NCBT �fQY�1i}� LARGER SP.E. FOR THE MPROPRIA TE OESIGN PRESSW.E R£�'D. y { 71 FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L' COWIGURATION'TO FINISHED.�ENINGb`i-TF� DY ! B B PLACEINS 7ALLASHOWN.N ANCHORS. IN .FRONT OF HOOK STRIP AI SHOV B1 CLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTN C130D GLASS CHARTS.. 91 DOOR UNIT I: APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSLLATING GLASS. p 101 JAMB i SILL CORMCRS ARE TO 9E SEALED WITH A SMALL JOINT SCAN SEALEv - J I Ill SMIM AS REO'D. Ac EA. SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIMSTACKTO BE 1/4. _ - �L 121 ALL INS.* RrP1CN ANCHOR$ MUST BC WADE C'0 CEPRCION RESISTANT NELER1ALS 13! WHERE 'K' REPRESENTS MOVING PANEL RNO.9' REPRESENTS rlKEo PANEL APPROVED COWIGURATI&-S ARE AS LISTED ON ANCHOR CHARY ON BACK OF THIS SHEET. EXTERIOR ELEVATION IA! NOT ALL COMFIGURATIOMS LISTED ABOVE .RE SMDWN ON THIS DRAWING. HOWEVER INSTALLATION / EMBEDNENt SECTIONS 'A -A•. '9-3' L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED D . 1-1/4' MIN. COKIGUP.AT[ONS 2 PANEL DCOP S%+O'�N 131 FLORIDA EKTRUOF0 1000 SERIES SLIOIr6 GLASS DOOR IS SHOWK THIS PRINT ALSO APPLIES TO i 2000 SERIES AND 300 SERIES. LIBERALLY APPLY — D \ PEVI DESCRIPTION! DATE III II [ T .- ^ EXTRUDERS CAULKING UNIDEP. SILL I .l� a I \ 1 L 1�'l INS. INC. SANFORD FL. QF. $CT $ILL IN BED 'N$TALLL%iCN. ,ANCrOP .. ... _ OF CONCR_TE _ ;/;;• D;_. TAPCCN I /� I TITLE: SLIDING GLASS -DOOR. iNSTALLATiON WITH �8 SCREWS S' C 1 IUD I`. -A C I DR;WN BY: BB APPROVED BY: 1 E� i 2002 ( ATE: 12/1)/01 SCALE: NT; IDWG 'L£xR721 S: i valc lcao S-H Y-) jAMB (TYF- ,TUBE MULLMIN" JAM E 4T n-:� �'X 1� C SELF SEA, _ANWEEN'' - vm"(:� SET FLAKaS 9 1. _;x 2 x 3/6 TuT.; '--173N TYPICLi VEPTICAL TO 1AILLION TO,ml;.;l-LION x 3/6 7 -77777777, 1LIBE -0. �ZZRTA A- '#E;-X d-1/c S U �ii APPIN-SMS 'l4'— X -0 XHUL— P1 G� S-CTIO,f - I -. SFCTION 8.��e I x X c 7/16 wX 1/9 2 7 6 x3/E ImSfi--A a B ri KULLIbN -!uN TUBE KY-tLari S.H. SEALANT ir-TUEE: #8 X� 1-1 1 2 $EL 'SCRL-V-Alqa 1030 SJK JAMS .(TYP.). I VINVOV. FLA TAPP MG S. jA4B MR, L PiLLON SECTION A -A (7)w. X .1/2 SELF TA #6 x 1/2 SELF r - TAPPING SMS..-,, pplf.G SMS xr �! -t2 \-PRECAST,S[Li.; -BY OTHERS -CFC!r, A: . ) - 11 . 1 .1 T-IONAL-4-k- --S I &AIL Si- -ANT �RETWEEN' SEALANT --S VEN 0 I MULL MV 'A" TAPPING -'SECTIO -'-.A"A SMS EEC 'j 171 A i G) (D x 4 TUPC HLILLMN 1 X 4 X 3/8 4, ! I -50 S-K JAN 'i izo (D I 1 1 r 100C. S.P. —,, J6.9 Ic �Ll I I x i /2 S , - TAPPING SMS SE LANT .4 v1.CC-/ -.6 X 1/2 SELF TAPPiNG S14S J!�R: . FROM EXTERIOP ljNLT,M-4AlLVFLORIDA lj , FLORIDA EXTRUDERS ISANFORD, FL RIDA: rITLE: P 11000/i5,00 FLANGE S H. C.C- L-- T 1 r-j vER T 1 CAL, MUL; iON -TINTO .HORIZONTAL SEE ETHEP SIDE SHF'— T 2 D, FOR: �3 N IF R cS S UR C A P A. C 1APPROVED BY: i 1 1 1 I r ` r ANT B`T6cc�. .. .._ ..... ....- .. , ON r' v Rom' C „A,YE .._ .--- SEA.- `br P VI)ES,GNER { c i JAIV %riERc 1 ". X 4 cc W[NLGV FLANGES - - ..: � � ) SILL <, Yr.) .. .. _ t - X 4' ivoc MU.. ON A< L D� Q t SILL =J i TArnrT�u.G SELF kSX314 SG�. ETcti[ SMS tGh NS'vKY°. BY \ ro LN .SA> .krL T S ,cZEW -A rIX2X 1/^c" X2 38 TLFE NJL irJ" �,. r % -P E NJ , n 1 aC c -' �' TI FXT}tRhtk t dcc. $c J�IA i6V C `AJ!NT Er _N h_ :.Zip ss b`at a r kFUt W U+ L9� �Ut +<-TY flTi%S, w•. iI y l hc� i i 111LLL * _ `,� RAL t� r s riQ t � F s � :. , r: �. ,z = � I �. �i: � , 1�Ay� 1,6J1�n'r! . ��.C�?� � �� '� 'r $�s 3.'td� i T'�. �"'i �-t • � ii '�' �' w�� -: Il r3. �k8 X /4 ScLt :.-iQ�'..,. r t Ind c , TA.p'IN;SMS P _ u� AF ItiG SMS _ a y S00^ $ H F c t c }rK B .4TYr t 1T1tySTM -I HEAIi--<,- YF.)-_ ........ sEh�tNT txr 5. :SECTION 'A -A _ - W[NS14W FLA ' - t P011 !>'.W./LFSLriiJ�r ___. . ..., ,.,iGuu P.W.1DESiGv�RI.00 P.WJDESIGNER ._-.._. .LL CTYFJ - _ _ Si`l <TYPJ r.SILL (TYP.) Q � n 1 i _ SELF i > E'X. 31t SELL . S X 3Ja SELF I \ tE X /4 TAPPING SMS P' B� ZrJLl.7. - LM�h+ TP.PFIk S.�S .."i "iC 2 7/16 X 1/8 I X 7/16 X 3/8 T.0 f TAPPING SMS _ -TUBE HUL LIEN TUBE MIJLLIflN' 1 e` X 4 X 318 ! '/dAl a i SEALANT -BETWEEN _ !. n.-. : a:DES SEALANT BETWEEN VU4L ?iJLLIC'r L�tT1 uE L 8r^- r-- t77 1 -`�—tia X .�4 SELF X 3/4SELF, .. �a T TAPPING SMS fi tuuD S.F.. TAPPING SMS GGC S.. K ._ - • itcAa :TYFJ- ...._ .._.tita.l <Tir., ...- _ � SEALANT BETWEEN �r+-r �� -... ' , '-SL�TirIN. fit —A (C i --- .. 1 S (3 SE_ L, L A s8 x �/ j - vIY."OV FLANGES TAPPING SMS t MJLLl>1N tOLO �.W.iD=S:C^lER - .. 1000 P.'1.1D_S:uNcR SEA• ANT CIZEh >^ I t SILL C'YP• �C S ti _ - �1NQJ1 FLANLavr: HEAD 'F.) I El EVATiCP1 b 4uLLhK i I Cc X 3/4 SELF \ { � TAPx_ G ~S.'SS L. /�TapprNt SMS X 4 X 3/8 jF_CTI N-- - A —A (7 j ViEIi=C MOM EXTERIGF ` % 1 TomBE ""`- I INTERNATIONAL, :INC ;\ i FLORIDA EXTRUDERS SANFORD, FLORIDA ITME: j= i GOO 1 5-06 r i r�NGE SHE T Ci 2 - t I T„ -'� 1??+T L M!1iON =TIn.,`15 ; C of 2, f LH r T . rR�SS_:. CArP.CITiES ��; 1D?aYF� BY i- I APPROVED BY: .+- '>1- t 1 `)J_1/ .n 1..-.-- ,....r pie:_ rT, i .... \ / WOL MULL Is /4 SELF 5 n< r1 7�� .TYPICAL' 7 ULLiCN TO CONCRETE Q, JAMG 1DDLT 2 J/Dc�'4hER 7+. (AF°UES rC J.WE WHERE I X 4' r ti UQE MULU0, S Ai USED!Q. �� eq k ara SaF ,�<xTAFFIN' SMSt CONCRETE OR MAC NRY `t l L''. + BY CTHEicS i 6 X_3rS :1',r t TUBE MULL aN —; ONE By WOO^_/ ._ +' BUCK. BY OTHERS .Q ao . CEN RAL �`LORIDA B.0.A.F. iI F s8 X.3/4 SELF ^--:lOuC S H'.= TAPPING SMS AJiCruRER NAME: HZAL, (,Y.P,) LOR/DA ` X7'RuDERS I I SECTiQtd' A —A i21 -.. MMTZH .Fax, # IDuu P W:YDESIGNER q . INSTALLATION ANCHOR 3/16' DIAL TAPCON SCRE:V ANCHOR CTYr.) —ExTERNAL KJLLMN INSTALLATION CLIP SILO CTYPJ; AFPIN' I Q I N ^� WX 3/4 SELF t 'ING SNS 7APT X 7/16 X 3/8 1000 P.W./DESIGNE'R SILL CTYPJ .._ _ ..... 1 i TUBE MULLiO` , , . x 3/4 SELF SMS Mitt --I cNbtD1 BED ENT ME Z X 4 X 3/ 8 SEABETWEcN0 TUBE MULLION LANT fi WLN^OW PLANGES....�,3 ... L MULLIQN ... _ SEALANT BETWEEN VINDOW FLANGE ' \\—kC X3/4 SELF rI S�N aL �8 X 3/.4.SELF I loco {,- TAPPING SMS hEAD (TY?.) — - HEAD CTYPJ SEALANT BETWEEN :C T IQN A A J i ::; C Tlv^^(y A. —A. (4) WINDOW RANGES- L ;MULLIDN _ - .. ^O7 F,W./DES GOER SEALANT �ETV«N IDCD F d /DESIGNER SELL MP., WINDOW FLANGE Sl' l CTYP.) \ � #E x 3/4 SELF I 08 X 3/z SELF L MULLION } r / r .08 X 3/4 SEcF 1 TAFP:NG SNS /� n M TAPPING EMS A /�,_ 7 / 4 APPi. � S� S ; r / /� 1 X 4 X 3/8 �— !vJD S.N. _ '-1�1\' ,�— ATIONAL, INC FLORIDA EXTRUDERS I SAENF RD, FLORIDA TITLE: Ct<, i 1�,0C1 i HOC - I AN=_ CHr P7 71 I]r _ T Ao_ E''i iiL_a'_iir S r, .ONS MULLION \ I L ._ A ! 1 i EL= VAT 0 VIEWEO FROM EXTERIOR DR4w�' BY: i'i'^ APPROVED BY I� '.n+TV— , .'_' RCAT.F.: �'-' D'NG.: 1 r--,�i_�i 1 i Xc X 1J? EKt" IDh -i Y c X 3/E B: GOOD — loot SA r,.A}�-Yr) Tl� M�UTAoc-_ C Cnti. .-..-. .v.... - . AS a4y ! _ M C 12.S=LP- #o X Ilc.cE? r -NT osxj •� -\ ... -- •^ � F e�. tflf -�` -� r!2 "yr''fp 'Yr-:Fear tv•t irs 7 *�. . o A C+ ;...,;;:; --•-s'-�F.....•-.:- ,:r:: rt• ... ;y 4.r C[., Y"i-.r.. T F, : ;•ra •""' x`.r`""'.f`:,","�-""'"r^.'s.Y4w*^'ec _ "x:.,- ,•-.-..,..-...._-_ ..�..>:_.-....,_•«-- ":' i .>,a..e,. [ f'"�'iNSpLATIi'N,,.,�t .. .: ,_ - ... R ., :_ s :a;,tk'..� , •SEALA.V-,.'H-71.EErE :ar -.;-, .:a'o .:� I i r.=. ::,, w.r '.- , 1,r<'..,. S a.aN)_5£74ET ^.. ..c,r�r . « .J ? _i`.r_r....r ,z.-�__ ?-K� s .. TA U{ 5- �!✓ �+r�,(r]�s °aa w*. - '�.ayy,�.�"•+ :r. u.:.-APFI\G:SyS, .,,._ ::. -•-' �,.•_r:,, _...;`�4 �'`';r'.�� _. .- .... :.. n....�«n-`.......» ,—__.....:... ....._....,.';•_w.w..... .:^: "," _.::�.iU�.li)tV..:��!`{�,Qir7rKt di,,m�..__A a1:. , _,z, : :_S�CTiOr� _._ r��L, ( ALE TO: 4 2 ;`X .c 7116 c ,7JiL4 Y a/6_K iuU_Ic S.H. LE MUILIv'N -.... `JAMB LTYP)JANn' <?YPJ ,�2 sEL: INSTaL+ Arlan 3 S:i aS x 1J2 SEi-F ._ . " -- 88 'X 112 SELF ' _ TAPPING.. - i SCREV a x TAPPING SMS-.7aPPING slls SMS LL C`t .. an I-1./2 SELr t t atf 1/' Ns`1 r . sEKLANT ETvCEN t` WINUaW S-ALANT'E=TVZFN TAPPING S.MS & hTiLIt3.VC-- VINOw FLArtu'ES \ VIn7Crt LANC`S �i MI LISN t Wi t. ON �c rOrl c { 1 .. v ._t1� 1- !t8 X 1-1/2 __SEF _.._ . �- kE° E_ - M p _.. _ DETAIL C v aAPi'ilx, S S T F INu SMS Ti:-AitXllIAP P! x. SECTION r -A (-S; SEC ION A -A (fir rY �1 i F GR ADL TI4^;aL ANL jGRS, WWEN RECUIRED) ! X e x UP -I x.4 x 3/5 i TUEE MULLION IO TL* E HJ_LIvN i 1 ICI ram' FLOU0 F v iI Ai�l AMy ^CTY ) 1 Jar 3 ar: 14 J ..- - 'S?".S CTYY.i_ ... O Ei _ �E x t/: Sw j �! rt� =XI=B'.OR lNZ sr'''r FLORIDA EXTRUDERS INTER!`IATIONAI; Irrc SAl`iFORD, FLORIDA :TITLE: SHEET 1 OF 2 _ _ - - - - ... ,. - S!x APFHOVED BY: 14 1 M I A M I.OADEIm PRODUCT CONTROL NOTICE Or ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 dtIAMI-DADE COUNTY. FLORI METRO-DADE FLAGLER BUILDI BUILDING CODE COMPLIANCE OFFI METRO-DADE FLAGI.ER IIUILDI i 140 Wl?91' rt.AGtzit S-mr.6%surn: i MIAMI, FLORIDA 33130.1 (305) 375-2901 FAX (303) 375-2 CON'rtL%(.'rott LtC1:NSlNC: 1t:Cr, (303) 373.2327 FA1X (30$) 373-: WiNTILICI'Ult li\l UliCl:d(F.�`t'1' t)I1'l5 (301) 37S•2')GG I�AX (30S) 371-: i,uol)UCr cwcritot. mvis (303) 373-2902 FiLN (305) 3724 Your application for Notice of Acceptance (NOA) of t ntergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal 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 -Da( 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 I 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 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 Flor BuildinS Code. The expense of such testing will be incurred by the manufacturer. 11Z1A9_1_:D_ ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Rau twarigucz Chief Product Control Division -THfS IS THE_COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE &C PRODUCT REVIEW CONUMITTEE 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 Miami -Dade County, Florida under the conditions forth above. A .NPROVCD: 06105/200i ff7lt� 4-" Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Offic i Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUG 0 52001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE- Si'EC11: iC CONDITIONS 1. SCOPE 1.1 This renews 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 comply, with. the South. Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, ns determined by SFBC Chapter 23 not exceed the Design Pressure gating values indicated in the approvcd drawings. 2. PRODUCT DESCRIPTION 2.I The Series Entergy 6-8 S-W1E Insiving GIazed Double Residential Insulated Steel Doors Sidelites- and its components shalt. be constructed in strict compliance with the follo% documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparet manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co, 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. Si;,(,Ic door units shall include all components described in the active Icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang"sueh that the angle between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is instailed.ir non -habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its componcnts shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hum, p; atcction systcrri. S. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT.REQUIRMNIENTS 6.1 Application for bUllding per 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 Acccptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Of teial or the South Florida Building Co. (SFBC) in ordCf to properly evaluate the install ion of this system. Manu l Pcrc2, P.E. Product Co c Exam: Product Control Division �] Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 15 QQ April 02, 2006 NOTICE OFACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if. a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed 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 because 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 removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. If any portion of the Notice of Acceptance is displayed,, then it shall be done in its entirety. 7. A copy of this 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 topics. S. Failure to comply with any section of this Acceptance shall be cause for tenninatlon and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFTHIS ACCEPTANCE ManuiYPercz, P.E., Product Con tr xam Produ nntrol Division I Glazed Units GOP-WL•MA0100-021.: FIBERGLASS DOORS 6'8" Height — Inswing 2'0" 2'6" X 2'8" 2.10" 3'0" 3'6" 2'8" + 1'0" 2'8" + 1'2" 2'10" + 17 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" COP-WL-MA0141-02 02-0419.08 52.0 (Application Filed) NO Not Listed Not Listed - 02-0419.08 COP-WL-MA0143-02 (Application Fled) 52.0 - NO i XO, OX, OXO 1'0" + 2'8" + 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" 1'W+2'8"+ IT 1 1'G" - 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" + 2' 10" 3'0" + 3'0" + 3'0" , XX, DUO 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 (Application Filed) 52.0 I NO l i 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 1 I1 t=2'l0" I 2'6" + 2'8" + TV + 2'6" COP-WL-MA0145-02 02-0419.08 (Application Filed) 52.0 NO 2.8" + 2,8" + 2.8" + 2,8" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" + 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.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.mason ite.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, slate or local building codes specify the edition required. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201 ,n2 O a, � aff AR k EW V11WRCLAtl I.A•TNY,[KIONS Ne.,A—FA ,I—EnvyD— Api / 29. ?042 0. conunuay pf"Vt ,n of P,XvO )10.o.•rnnbn ngcra fpecdkJlmNls, deign and padun d'hd wuicel 1. cl.vc Wi0ou1 nolict. Masonite International Corporation FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing X COP-WL-MA0161-02 02-0418.03 (Application Filed) 55.0 NO 2'6" _ 2'8" 2'10" 3'0" TV Not Listed Not Listed — - 2'8" + 1'0" L 2-1 a" + 1'0" I 210" + 1'2" TO" + 17' COP-WL-MA0163-02 02-0418.03 (Application Filed) 55.0 NO X0, OX, OXO t 17 + 2'8" + IV' COP-WL-MAO164-02 02-0418.03 (Application filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + TV + 1'0" 1'0" + TO" + 1'0" 17' + 2'10" + 1'2" 1'2" + TO" + 1'2" 2,6.: , 2V6 2,6„ 2'8" + 2,8" + 2.8.. 21C"+'s'10"+2'10' t 3'0" + 3'0" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MAO162-C2 02-0418.03 (Application Filed) 55.0 NO 1, 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MAO165-02 02-0418.03 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" TO" i 3'0" + 3'0" + TO" Not 1. Cccr a: rangernents using fewer panels than wha! is shot.*n in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite international website (www.masonOe.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 ASC€ 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done In accordance with Miami -Dade 8CCO protocol PA201, PA2O2 & PA201 iK TTd# ARTF-F% (.11_K:JA IRY coons ca«p,,, FnW C'.; E-7 Our C0411uu+0 propranl of Pf U W :nlprovCnlad ❑ Ats Speeilinlion5. 4e5ion W product Masonite International C o r p o r a t i o r. dr1.n �c':�^C110 ChlnyC vrillgrd fJ4tt 1NLMA0100=Q2 " a Glazed Units 8'0" Height — Inswing X 2'0„ 2'6" 2'8" — COP-WL-MA0146-02 2'10" 02-0423.01 (Application Filed) 40.0 NO 3'6" Not Listed Not Listed — — 2'8" + 1.0.. COP-WL-MA0148-02 02-0423.01 (Application Filed) 40.0 NO i 2'8" + 17' 210" + 1'0" 2'10" + 1'2" + 1'0" I 37 + 1'2" x3. 0X, ,x0 COP-WL-MA0149-02 02-0423.01 (Application Filed) 40.0 NO i ! I 2'10" + 1'0" — 1'2 + 2'8" + 17' IV' + 2'8" + 1'0" 1'0" + 37 + 1'0" 1'2" + 2't0" + 1'2" 17' + 37 + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" S'G" + 3'0" + 3'0" XX, OXXO 2.8" + 2:8„ COP-WL-MA0147-02 02 0423.01 (Application Filed) 40.0 NO 2'6' + 2'8" 2'10" + 210" _ 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 (,application Filed) 40.0 , NO TV + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" ,Votes: 1. Door arrangements usicg fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly detai!s are available from. the Masonite Irternational website (www.masonite.com) or from the technical center s. lnsia"anon instrectioas are available from the Masonite International website (www.masonite.com) or from the technical center. 4- ACIu2i design pressure requirement for a specific cuiWng design & geographic location is determined by ASCE 7 (Minimum design loads for bui,dings and other structures). National, state or l9cal builoing 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 aft'Ep�'" wn...i. •r".. �.. IK VASS CNTkY DOOR,', N„"-Taw.4.4.•p." G*»Dw s F;.J 2 a, 2On_2 Gc. C0.*1o1y nc; .m Cl of04'Cl $LP'04C0CAj liak�. spC-ik;,*$. Cts r :'a r•.":.... ova,.., o.... Masonite International Corporation Glazed Units COP-WL-MA6f00=02 FIBERGLASS DOORS 8'0" Height — Outswing X 2'0" In, am.1 - COP-WL-MA0166-02 tl' 02-0423.03 (Application Filed) �• - 1 47.0 1. 1 NO 2'6" 2'8" 2'10" 3'0" 1 X0, OX, OXO 3'6" 1 1 2'8" + 1'0" Not Listed 1 1 COP-WL-MA0168-02 Not Listed g1 m 02-0423.03 (Application Filed) - — E 1 = 47.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 17' 3'0" + 17 3'0" + 17 1'0" + 2'8" + 17 COP-WL-MA0169-02 02-0423.03 (Application Filed) 47.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 17 17 + 3'0" + 17' 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" 2'10" +2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 (Application Filed) 47.0 No 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" + 37 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. O akg raff 01:MT EKi' W na�.l."rain 'rc cal F'l li 1:KOI. A.S.<E. N"1'NY aI)OONi Nw-T�•".rW E4walau EwTD"wa Agri 29.2002 Out COmmuing proo,am 01 WWW imOtW 1 makC WeCaicalim. dESgn and WOduCI detail Su01EC110 cnanOE wMUN holKe. .+ Ouar:rr OaoraEl Masonite International Corporation 16 Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing 111111iffilt�r- itr r 2'0" 2'6" X 2'8" 2'10" 3'0" I t COP-WL-MA0101-02 H174 01-1031.01 76.0 NO 3'6" Not Listed Not Listed — Multiplesr Arrangement— 2'8" + 1'0" 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17 it r I.r 02-0109.10 COP-WL-MA0103-02 (Application Filed) r I. •I 55.0 NO X0, OX, OXO 1'0" + 2'8" +'1'0" COP-WL-MA0104-02 02-0109.10 (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" + 17 2.6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 (Application Filed) 55.0 NO TV + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 (Application Filed) 55.0 'NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 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. O akcraff AR k En IIMt'r(f.1.T55 F. N'l itr UOOM$ eb+r .a.rW fOwN.. E."ry Oow+ ❑ Apra 19. 2001 0., connnu.no program of p,pdua vnptevemeM makes specd"idns. design and product, Masonite International Corporation i,wo to mange wnnpul notice r Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing JjLZ;;3;E= X Singles (width), 2'0" COP-WL-MA0121-02 01-1031.02 76.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed — — 1'Multiplet X0, OX, OXO 1 2'8" + 1'0" t 1 COP-WL-MA0123-02 tl i 02-0109.09 (Application Filed) �• 1 55.0 1 r NO 2'8" + 1'2" 2A0" + 1'0" 2'10" + 17 TO" + 1'0" 3'0"+17' 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 (Application Filed) 55.0 NO 17 + 2'10" + 17 1'2" + 2'8" + 1 T 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 17 + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 37 + 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" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP WL-MA0125-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 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 I3CC0 protocol PA201, PA202 & PA203. a O akc raf W ..,•aIR fc cd ADZ 1 EKr" E•(luf�.ele 1•om f1 ..Gt.A55 t.N1kV 000.5 —U.—Ea..P—k—Door ❑ April 29.M Our comuwino prop— of product improventerd makes specifications. desgn arM product Masonite International Corporation OCUd suoreci to c"t without notice. Opaque Units °-. :COP-WL-MA0100-02-: FIBERGLASS DOORS 8'0" Height — Inswing f X f f 2'0" M. f COP-WL-MA0106-02 r.f r- 02-0109.08 (Application Filed) i f 70.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed it • r 02-0109.08 (Application Filed) - �• • 1 55.0 - 1 l NO f X0, OX, OXO lf . f f 2'8" + 17 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" COP-WL-MA0108-02 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 17 COP-WL-MA0109-02 02-0109.08 (Application Fled) 55.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 17 1'2" + 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" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 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" 210" + 2'10" + 210" + 210" 37 + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the 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 8CC0 protocol PA201, PA202 & PA203. Oakcrau AR EK" f IIIr:NGr-T1<FN"1'NY nOOM{ Non-T .".rW fa".r•u E.w�D"e.. bra 29. 2002 Ouf conhnu no program of produn alfprovemenj makes sdecif cjiro . design and prpd,cl Wait subject 10 change without notice. I l�U �"1 Van �.✓� /.. ❑ / // N Masonite International Corporation Opaque Units h 'COP-WL-MA0100.02 FIBERGLASS DOORS 8'0" Height — Outswing X 2'0" 1 COP-WL-MA0126-02 . , 02-0109.07 (Application Filed) • 1 70.0 1 I NO 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed - - • ,, I Ieffrilia 2V + 1'0" 42'8" + 1'2" 2'10" + 1'0" 2'10" + 17 COP-WL-MA0128-02 TO" + 1'0" TO" + 1'2" 1. 1• t = 02-0109,07 (Application Filed) 55.0 NO X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 17 + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109-07 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + TO" + 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.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 8CCO protocol PA201 PA202 & PA203. 1� Oak,,raff AR' EK" ,`....MC"1 Ns F. IY cnoous N T Ea✓r4uEnvy0- Apo 29. 2002 Ou, cominwnp program of peodu improvement makes specilicalions. Oesipn atw p106ue1 dead subject to change without notice. KY (���� / E•tivtivelr I,om l l�U►E vs%��.N�v/i, a �.o Masonite International Corporation r—__. X Unit r SINGLE DOOR TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. 1. • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. 1; R. M. I I II• 1 '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 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 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 8 PA NOS for southern pine lumber with a side member thickness of 1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. April A 2002 o....,r o••.. Ow orogorn of ofod t noronement makes soeca¢atuns. a-qn and a,oduct d<tad suolect to mange withoto notice. XO or OX � t Unit r SINGLE DOOR WITH 1 SIDELITE 'UNIT 8'0" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • t i I t • 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" t It It t t t t Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA Al56.2) 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 k8 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 properly to transfer loads to the structure. r Aprd29 2732 Masonite International Corporation ou, (o"-_-q yog,mn 0. o,WUCi �np'Y4mem nWwe3 sOCCO2Jlgrf. des.gn me rxua dead sunim to cringe wnnour aoocc. Ox0 Itlt.I Unit Zx SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. 't I II• I 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" f f t t f t t t f t f Latching Hardware: • Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the 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 NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. w April 2T 2002 OW 1.'1'.nv.-'Q;.'.Q -1 UI I��OJ�:! .�': ven M,nl m]El•5 SI!CC�1.<W."��. - Masonite International corporation r OXXOMID-WL-MA0005-102 Unit t DOUBLE DOOR WITH 2 SIDELITES CL TYP. TYP. TYP. TYP. 1 I1 tl t ll tt l tt 11 1 jTYF 8' E- It i t t d 1 T t 1 1 t t T T T • 6 per vertical framing member • 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. 1 UNIT 8'0" UNIT 5116" 17-1/8' MAXIMUM ON CENTER TYP. • 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 Al56.2) 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 #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 NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. w April 29. 2002 Our cominump o .00 of p.oduct mO.ovemMl makes SOKAKalroni. design and v,oducl doaa subject to cNntte without notice /��C,' f�tlufivelY tram Masonite International Corporation XX Glazed Inswing Unit APPROVED ARRANGEMENT: s� O O COP-WL-MAO142-02 - r FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". r Double Door Maximum unit size - 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 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 beep 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 as 00 00 00 00 H 00 100 Series 133,135 Series 136 Series 822 Series 1/2 GLASS: n 0� 00 00 00 n0 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 R/L. 24 RIL 107 Series' 108 Series 304 Series Series' -This QWS kit may also be usea in the following door style: Eyebrow 5-panel with scroll Oak raft AR 1 EK'" E.. �..... �" wnu,1- ra n cd Non-ra-..a Ea,«Nu Emr�Oaan ()()C,, / 11 a � I�IUI:N(:LA SS lra"I.v vo'N1' UOONS April 29,2002 0. Masonite International Corporation Our CO"b"u'^e m0eram Of o100u0 makes SW,IiCalans. deiien and d1OdK1 dead sublet) 10 Cbande ..M.1 np XX Glazed Inswing Unit - COP-M MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: A: 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EW a•.1- '1'ccr c.l IAAAn�•U L'N(:L.\.�.1 LNI'Nl I)rl()N.� Non�li.ur.d fywrau E�wy Door, April 29. 2002 Out commu,np program of product Nhp,ovemml makes specilkations. design and product detail subject to change wilhout nol4e- E�<lul•.ely r•on Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size - 6.0' ii6'8" 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 ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: as no an as J as as as 100 Series 133. 135 Series 136 Series 822 Series 112 GLASS: n oa as as as an as 105 Series 106. 160 Series' 129 Series' 12 RIL. 23 AIL. 24 R/L 107 Series' 108 Series 304 Series Series' -This glass ka may also be used in the following door style: Eyebrow 5-panel with scroll. O ak raft AR � EW E.. ,... ,1•om 1A111:N1:L.\.<1 LNINI' U —RN—.T..—Epe,—Ern.. Oom, Ap„129.2002 Masonite International Corporation Ow Conl.n�in� .-9011l Ul PIMA' mp, —C-1 nukes In-1111- S- oes•on l-d >—ucl MUa sutnea ¢ cNnoe wnnout noece. XO or OX Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as a� 404 Series 410 Series 109 Series 114, 120. 122 Series APPROVED SIDELITE STYLES: a o a 129 Series 200 Series 12R, 12Lr 23R, 23L. 24R, 24L Series i ff 152 Series 149 Series 300 Series 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 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). � / &vf�5 ,. State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR 0 EW 1 `.0LL,1NI .11111MS No-Te "E—g—Enlr, Doer• April 29. 2002 Our com.own0 0r00— or Oroou" nngro Meal makes socuficatbns. oes.On and product 7clad $JSnecl 10 change -thoul nonce . Masonite International Corporation OXO Glazed Inswing Unit APPROVED ARRANGEMENT: n t' P O 0 G•: "`...':CUP-WL•ft7A0144.02 ::: FIBERGLASS DOORS Nate: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 2 Sidelites Maximum unit size = 9'0" 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 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 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: ao as as as oa as 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n n as an as oa as as 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' Tins glass kil may also be used in the following door style: Eyebrow 5-panel with scroll O akcraf ART EW .....r r�.,.,...r I,I U1: M(�LA.S1 l: H'Ik Y D00.S w,.T..o..a ,N++E^,r1 �°°" T /�UYI✓Vn�I�� ✓II.N n Ou.ii.Y Oeo„ ' April 29.2002 - Masonite International Corporation ov, Comd o,00,am or amduo motovemmt makes spttdi jl O S. devdn and o,odua detail suorect to crunpe w noul nonce. OXO Glazed Inswing Unit APPROVED DOOR STYLES: 3/4 GLASS: n as 404 Series APPROVED SIDELITE STYLES: 0 129 Series 200 Series 12R, 12L, 23R, 23L. 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 COP 1`406144 02" FULL GLASS: as 410 Series 109 Series 114,120, 122 152 Series 149 Series 300 Series Series 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak�raff AR EEC" .•J I. .I F1HCKk;L• S.S LNiRY'DOOKJ Faw�uo„ad FiperNuEnv, Oxon April 29. 2002 Our [onunumo prouram of product improvement makes SWili ilons. design and DrOduct detail suoiect to C"e without nice. �aF�rr,,'' Ea<lu..v<l, Iron r nC/YI vl��r•���i• a Masonite International Corporation r OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: NWL-MA0145.02 ` FIBERGLASS DOORS k a' ilY 'a Note: Double Door with 2 Sidelites Maximum unit size = 12'0" 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 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 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: 00 00 00 00 00 00 - - 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 0� n 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA-. 23 R7L, 24 IUL 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak rr.aftd AR EW ,d. r=rnk:N(;l•\SS E:N'IR1',DOORS Non-T.-4 F—,. ,E—, 0—, April 29, 2002 Ow co.lo,,"g g.oll an, or R.0�0 +nD,oveTem nukes SWd-I—S. deS-gn and 010d"c1 dead Suoie(r r0 cl nge wdhoul n0W. - t.cr,n..eir r.om Masonite International Corporation Oxxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: w 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series .149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075 minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakraff AR 1 EEC" I. .:I LK ;1_S LNa NI'I No-.-Te.un.e I—e—E. 0— April 29. 2002 Ow conerwup or" am or proouqoo arovement makes soecotro �cans. oesipn afro orooua oewl $,bjett to chant imow nonm f.ct utr v<ly ltom�%� Masonite International Corporation XX Glazed Inswing Unit APPROVED ARRANGEMENT: } .m CQP WL MA01'4702 r P. V-10". FIBERGLASS DOORS 0 s" 0 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 Maximum 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 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 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: am 0o ao - 822 Series n El as 404 Series 108 Series Oak raft AR EK - 9- Q I71 LLl:N(CLA\S l:('.-1XY -0'MI" UUUIt-S 1 eaon-T .u.rW rarerElaa. Em.r Dow, �Ir�n.r. n O . April 29.2002 Masonite International Corporation ow conuwmg o.opnm of orodutl imD,0 B,, leM Mkes Sp &CW.OnS. deSlgn and OrOdud 61W SUOreci 10 change . 00u1 .011. TAMR cop.; InswingGlazed Unit APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 I ' Oak raft ARk EIS" Eales.velr ,rum I'I ULK61-AN\ LN1N1 '""'INS—T..—fora""E—, Doon PREMDaRiQ 0 o . , goo.. April 29,2002 Masonite International Corporation Our continumo program of product m gtd�ent makes s^dc ations. design and product deuii suoiect 10 change wdtroot nolae XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP WLMA0148 02, � `= 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 = 67 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 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 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: as 0a 822 Series 1/2 GLASS: L 00 404 Series - 108 Series Oak raft AFC k EC'y t�.....1- n rbn-<•wna rAe.Va.r t-vt Ooon 1- �1 :\\.l l: v'1'N\"•n(t(IH\ I11I�Nf;I April 29 2002 Mason ite International Corporation Ow com�nwnp Oroptam 41 0)0,1 rnD�ovemrnl rtUkeS SOeU1Ka,gns. dez,en and n.onuc, Oeled SuUlt'll IU CNng, w wW XO or OX Glazed Inswing Unit COP-WGMA0148.02 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: a ISO Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff /AR' EW E.crvu+erE Num FJULN(:LASS LN'rNY 001)NS Non-1.•a+•<r�0«tbn Envl O^^•+ l U���„�Iti/.•. ❑ �Gee n Ow r Oo April 29. 2002 Masonite International Corporation Om cononpirq X0QraT or D1000Li nnprovemenr makes SpttdiGlgnS. deign and product acrmr Sunup to cnanpe wnnom nog-ce. r - - OXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 J4, 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 Maximum unit size = 9'0' 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 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 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: DIn as o0 822 Series 1/2 GLASS: 0 O, a4raff AR k EK- PIIf KGLASS ENT-1"`UUn R1 N .—d Fi-1 oE—y pooh W ��n��� .1 rn� a April 29. 2002 Masonite International Corporation Our Co"h Wing Dtognm of DroouClm1�l overlent rndkeS SDH�hGlgni, OCS.Qn And Dt DOun dnail subject to change wilhout nol2e. Ox0 Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: COP-WL-MA0149.02 8'0" FIBERGLASS DOOMS �k 300 Series 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" f.clu,ivelrl,-m 1'IULRGLASS ENIKY OOOIiS Door April29.2002 Masonite International Corporation 0, Continuing prooram of product imorovemenl makes specd cations, design and product delad Suoiecl to cNnoe Wilnpul notice. OXXO Glazed Inswing Unit .8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: ml 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Double Door with 2 Sidelites Maximum unit size = 12'0' 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 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 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: 1/2 GLASS: n oa 404 Series MM 00 oa 822 Series a 108 Series Oak raft AR k EfC1e N'..••1-f.oin Te .. uJc •1 1'IIfLK(:lA\ti I: N'rNl' UUnK\ Non-T avreOfM.NuEnvy Donn �� V�A�J�I �I nJJ ❑ � n ou• r Doer• April29.2002 Masonite International Corporation 0, com.numg program of product J o•o+ement makes Soecdications. design and product oeUa suotea to change witnout oovct. OXXO Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: COP WL-MA0150 02 8'0" FIBERGLASS DOORS ;7i 810 Series 300 Series APPROVED SIDELITE STYLES: 0 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft ARkE I�IIf I:K" r.<I�.,..,I•�m I. ,, n •'I .al o•c.1 L N(:L •\\1 l: N'1'N s' nl)nNti No.i.. u.ee FArrau E•VY �^^ (MCl/Mn����rY• a t//J l///^.6 Ap1i129. 2002 Masonite International Corporation ON c_,.u.N pr.gn 01 p,.d.a npr ev 1 makes SpKiliealgns. dnign and p,.du WO suU1tt3 Ig CNnge rAh.N nw1 XX Glazed Outswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size = 6T x 6'8" Design Pressure +55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-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-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 too Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 a UU 00 11 o a 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 RA. 24 R/L 107 Series' 108 Series 304 Series Series' 'This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft ARTEW I ILL I*NG L-1.1 LI..I -I W-) S Nm.-4—d FL V—Cn Doa.. prW��,/Mn(.,//.�..„ ❑ �m I I�U�� April 29.2002 Masonite International Corporation Our Con,.. , Orpgram of product moro,emem makes speC.fitalons. design and producl 0[IJd SupICCI Ip CNnge w,mgyl ndKe XX 1 ' Glazed Outswing Unit r FIBERGLASS DOORS \ APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 11a, 120, 122 152 Series 149 Series 300 Series Series -CERTIFIED TEST REPORTS: CTLA-805W-2 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). / &-/C35 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AFC 1 EW F.UL ,; L.\.1-I LN'rN\"`U0".N M T• .d Fd tl"Env, 0. April 29. 2002 0. COnlin0in0 p' QO 0pr0ov0 a prOv ., T kn Spnilirllion$. EKipn ind or.dw Masonite International Corporation -- J 1 ' ' I r. Glazed Outswing Unit 1 .8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. N 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 Maximum unit size = 6'0" x 8'0" Design Pressure +47.0/-47.0 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 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: 00 404 Series Oak$ ra AR EK'� ear eJ V1 NL.01ASS LN 1'N\' UUUNS 1'lur-T-d far..p.0 Envy bow. Apnt 29. 2002 Our conununng program W p1o0u0 anprovemenl makes specJncaians. ms,gn and Drodun detaJ sub,en to Inange wilDOul .1l 1 . 1111111 00 00 822 series FJ 108 Series /�)e,' Eaylus�+ely Irom .+ O�.r..y Deer• Masonite International Corporation 16 GAGE GALV. STEEL TOP BRACKET WITH 14 GAGE ROLLER HOLDER Q OPTIONAL SSB CLASS LIGHTS 1 /\ ALTERNATE, CONSTRUCTION • ,4 q OI I OPENING HEIGHT (NOT OVER DOOR HEIGHT) 19-1/2' OR 21' _ HIGH PANEL GALV. AND PREPAINTED STEEL 26 GAGE ALL MODELS EXCEPT 24 GAGE MODEL 750 "-2' GALV. STEEL HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. 3/4" X 1-1/2" X 13 GAGE MIN. GALV. STEEL HORIZONTAL ANGLE 13 GAGE GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2' LAG SCREWS. 2" 18 GA. GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4'-20 X 5/8' TRACK BOLTS. 3/4' POLYSTYRENE INSULATION STANDARD FOR MODEL 735 —� 54'(16' X 7') 1 33-((16' X 77 42"(9' X 7') 5 1 9' X 7' (2 BRACKETS) 16' X 7' (3 BRACKETS) 20 GAGE END STILES — FASTENED WITH TOG—L—LOCS TO PANEL FOR DOORS E FND WITH 2 FASTENERS. 4 STRUTS 3' 20GA WIDE (SEE DETAIL A) E4 E 2" ROLLER WITH 7/16" DIA. STEM. TIRE: STEEL 7 BALL OR NYLON. GALV. STEEL END HINGE ATTACHED WITH 4 FASTENERS. 14 GAGE — FOR 16' WIDE DOORS 18 GAGE — FOR 9' WIDE DOORS 2.. /GALVANZIED STEEL STRUT. ATTACHED WITH 1/4- X 3/4' LONG HEX HEAD SELF DRILLING SCREWS. 2" (2 PER VERTICAL STILE) 1-3/8' POLYSTYRENE INSULATION OPTIONAL FOR MOD. 724 AND 730 -13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 2 FASTENERS BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. SECTION A -A 2 LAG SCREW — 5/16' X 1-1/2" SECTION B-B 20 GAGE GALV. STEEL CENTER STILE TOG—L—LOC OR POP RIVETED TO PANEL 16 FT. WIDE DOOR 18 GAGE GALV. STEEL CENTER HINGE 10 GAGE CALV. STEEL TRACK BRACKETS FASTENED TO FASTENED WITH (4) 1/4- X 1/2" WOOD JAMBS. (3 PER SIDE). SEE ABOVE FOR SPACING. HEX HEAD SHEET METAL SCREWS. 9 FT. WIDE DOOR 13 GAGE GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMBS. (2 PER SIDE). SEE ABOVE FOR SPACING. PREPARATION OF JAMBS BY OTHERS. �]C�]i i1Cli Sd >f � �Nlt1• �[�eslri�Ii�r•TI>•��a i 25 I I-- 2.75' —I DETAIL A 3' 20CA WIDE STRUT 20 GAGE END STILES 20 GAGE END CAP 16'x7' NOTE ALL NON —DESCRIPTIVE FASTENERS SHOWN TO BE 1 2422 i/4"-20 X 5/8" HEX BOLTS ec NUTS OR X 1/2" LONG HEX HEAD SHEET METAL SCREWS H 2413 G 2137 QWILUAM T. 1-4DEP1APM P.E F 1549/ 1 Consulting Strlctu;dI En,,;Peer DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES Q MPH. 15' ROOF ROOF 1140 Ard'iEi:on Street ' ._ E 1549 LISTED IN THE TABLE ABOVE SBC ASSUMPTION$: 110 HEIGHT. I PITCH > 10'. DOOR FULLY IN END ZONE FBC ASSUMPTIONS: 110 MPH. EXPOSURE 'B". O Clermont, EL 342! 1 _= - - D 1449 30' ROOF HEIGHT. ROOF PITCH > 10'. 2' OF DOOR IN END ZONE (352) 242 - C100 - ' - C 1377 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR t.; ` B 1373 OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS. GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE 0 -': -ti A 11336 NOTE: GLAZING DOES NOT," f FY IMPACT REV. E.C.N. INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. DEBRIS REOUIREMENTS IN FBC 120 SO. IN. MIN. OPEN AREA OPTIONAL I:GN I GC NIMILZ v (3 COLUMNS) ALTERNATE CONSTRUCTION USING (2) STRUTS--7 - E10 OPTIONAL LOCK t 4' X 16' AIR VENTS, (2) REO'D. 60 SO. IN. MIN. OPEN AREA <0> OPTIONAL RANGE COUNTY BUILDING DIVISION STER EILE a-&. Ocvjr- 5'9&c- S-72(142Gr® -CS t DETAIL C KDD P.O. BOX 13858 MAUMELLE AR. VaND►SOR DOOR 72113 1(501) 562-187-- MODELS: 1 724, 426, 730. 735, 750. 550 3/5/02 1/25/02 2/9/00 5/14/96 DWG. PVAS 101993-2 PART NAME WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 110 MPH, FBC 110 MPH EXPOSURE "B" OI TOLE CE FRAc * 1/64 DEC. t .015 ANG• 1' 11/18/94 (RLB) ;11/02/94) (RLB) NEXT LEVEL PLOT SCALE 1=1 DATE: 11-19-93 DRN. BY BH DWG. NO. 99-B-032 3/3/94 DATE: APPROV. SCALE NONE SHT 1 OF 13 GAGE STEEL TRACK SPLICE OR FLAG BRACKET, FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2- LAG SCREWS --_ 2' GALV. STEEL VERTICAL TRACK 18GA10'X8' 16GA16'XS', 18' 18'X8' BOLTED TO TRACK BRACKETS WITH 1/4'-20 X 5/8' TRACK BOLTS. OPENING HEIGHT NOT OVER DOOR HEIGHT) 16 GAGE GALV. STEEL 5 STRUTS uriwnqL 3/4' X 1-1/2' X 13 GAGE MIN. 1/4' X 1/2' LONG TOP BRACKET WITH 14 3" 18GA WIDE SSB CUSS �- GALV. STEEL HORIZONTAL ANGLE. CARRIAGE BOLT Ac NUT GAGE ROLLER HOLDER (SEE DETAIL A) WITH 2 FASTENERS. F4 FOR 16' X 8', 18' X 7' Q & 18' X 8', USE a ,. 1/4' X 3/4" HEX HEAD SELF B 2" GALV. STEEL HORIZONTAL DRILLING SCREW TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. DETAIL D 2' ROLLER WITH I� 63"(18'X7') 72'(18'X8,16'X87 E9 42-(18 X7') 48"(18' XB',16'XS', 10'X8',9'XB') 21-(18'X7') 9 O 24-(18'X8', 1I6'XB') E9 9' X 8' do 10' X 8' (2 BRACKETS) I LH. O 16' X 8% 18' X 7' do 18' X 8' (4 BRACKETS) 20 GAGE END STILES - FASTENED WITH 7/16 DIA. STEM. 20 GAGE END STILES TIRE: STEEL 7 BALL FOR 16'X8', 18'X7' do 18'X8' 20 GAGE NYLON OR STEEL END CAP 7 BALL FOR i 9'X8', 10'X8' O. 3/4" POLYSTYRENE GALV. STEEL (14 GAGE) • INSULATION END HINGE ATTACHED STANDARD FOR WITH 4 FASTENERS. • �• MODEL 535. DETAIL C GALVANIZED STEEL EE — STRUT. ATTACHED WITH 1/4" X 3/4' LONG HEX HEAD B 19-1/2". 21" OR SELF DRILLING SCREW (2 PER VERTICAL STILE) 24' HIGH PANEL GALV. AND 2' PREPAINTED STEEL 26 GAGE ALL 6 STRUTS 3' 18GA WID E6 MODELS EXCEPT (SEE DETAIL AS 24 GAGE MODEL 1-3/8' POLYSTYRENE 750 INSULATION OPTIONAL FOR MOD. 724 AND 16' X 8'. 18' X 7' 730 ®DOORS ac 18' X 8'. USE 5th 13 GAGE GALV. STEEL SCREW THROUGH THE BOTTOM BRACKET TOP LEAF, END STILE ATTACHED WITH 2 L FASTENERS. BOTTOM STEM ROLLERS. SCREW CAN BE ABOVE OR BELOW ROLLER TOG-L-LOCS TO PANEL FOR DOORS G� LARGER THAN 9' X 7' USE END CAP f�C� OVER END STILES. ( SEE DETAIL C) J P C�f• SECTION A —A �f 2 LAG SCREW 5/16- — T- SECTION B-B /���� ETAIL B 20 GAGE GALV. STEEL CENTER STILE 10 GAGE FOR DOORS LARGER THAN 10' X 8% TOG—L—LOC OR POP RIVETED TO PANEL GA STRUT Q 13 GAGE FOR DOORS 10' X 8' AND SMALLER. GALV. STEEL TRACK BRACKETS FASTENED 18 GAGE GALV. STEEL CENTER HINGE TO WOOD JAMBS. SEE ABOVE FOR OUANTITY FASTENED WITH (4) 1/4' XR1E//22" A 16- (DOUBLE Ni 4' X 16" AIR VES�iyREO'D 120 SO. IN. MIN. OPEN AREA OPTIONAL OPTIONAL SSS GLASS LIGHTS - USING ALTERNATE CONSTRUCTION USING (2) STRUTS:--,_ 18'(DOUBLE CAR) 4- X 16- AIR VENTS. (4) REO'D. CENTER STILES 120 SO. IN. MIN. OPEN AREA CENTER HINGES OPTIONAL ALTERNATE CONSTRUC 1.25- — — USING (2) STRUTS 4 STRUTS 3' 3' 20GA WIDE FOR 10' X 8' so (SEE DETAIL A) 5 3" 22GA FOR 9' X 8' 2.75' - -I (SEE DETAIL B) B DETAIL A 3" 20GA WIDE STRUT 3' 1 EGA WIDE STRUT , AND SPACING. HEX HEAD SHEET METAL SC ' • I 2422 NOTE: ALL NON—DESCRIPTNE FASTENERS SHOWN TO BE '�� 1/4--20 X 5/8- HEX BOLTS do NUTS OR , H 2413 1/4' X 1/2' LONG HEX HEAD SHE7 r METAL SCREWS. 3�%!( _ c' Ft WILLIAM T. LINDEMANN, P E. � - F 1549, 0 0 Consulting Structural Engineer . — E 1549 _ DOORS SHOWN ON THIS DRAWI EEN DEMONSTRATED TO WITHSTAND THE PRESSURES 1140 Anderson Street D 1449 LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 110 MPH, 15' ROOF HEIGHT, ROOF PITCH 10'. DOOR FULLY IN END ZONE FBC ASSUMPTIC ks: 110 MPH, EXPOSURE '8", Clermont, FL 34711 — C 1377 > 30' ROOF HEIGHT, ROOF PITCH > 10'. 2' OF DOOR IN END ZONE OI (352) 242 i)100 ' B 1373 r AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS. NOTE: GLAZING DOES ISDY SATISFY IMPACT A 1336 GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH q GREATER,THAN THE Q DEBRIS REOUIREMENTS IN FBC REV. E.C.N. rur rnna cnF M MADF NARROWER OR SHORTER. _ _- �,ylr.Tal�lEs>s����1t� fiiGrd���Ysl�lI14)• I��� ifl�lr[�1Qdif�i•]t��fl!�� if•]Cy il��Ti i�T•ll�� �Y74-� IN 10 8 • 7'0 OR i 8. Bcic- C B 10' (SINGLE CAR) 7 - - 11'. 4' X 16' AIR VENTS, (2) REO'D. � CENTER STILES CENTER 60 SO. IN. MIN. OPEN AREA OPTIONAL HINGES (1 COLUMN) P.O. BOX 13858 m�,�� MAUR MELLE, A 3/5/02 KDD Dg'®R R 72113 1/25/02 = (501) 562-1872 MODELS: 14/96 724, 4215, 730, 735, 750, 550 DWG. WAS PART NAME: U 101993-2 WINDLOAD RESIDENTIAL STEEL DOOR TOLERANCE FOR SBC 110 MPH, FBC 110 MPH FYP(Tq1IRF `R` _— 1/18 94 krcloJ 11/02/94) (RLB) D�c .t�ois 3/3/94 ANc. t 1' DATE: APPROV. SCALE NONE NEXT LEVEL DATE: DWG. NO. 11-19-93 99-13-032 PLOT SCALE DRN. BY SHT 2 OF 3 1=1 BH 9 13 GAGE STEEL TRACK SPLICE OR FLAG BRACKET, FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2' LAG SCREWS -� 3/4" X 1-1/2" X 13 GAGE MIN GALV. STEEL HORIZONTAL ANGLE. 2" GALV. STEEL HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. 72"(1 1/4" X 1/2" LONG CARRIAGE BOLT h NUT FOR 16' X 8' AND IS- X 8'. USE 1/4' X 3/4' HEX HEAD SELF DRILLING SCREW DETAIL D - 20 GAGE END STILES _ 20 GAGE - END CAP 16'X8') Q O` 3/4" POLYSTYRENE INSULATION STANDARD FOR O• MODEL 735. 16 GAGE GALV. STEEL TOP BRACKET WITH 14 3" 18CA WIDI GAGE ROLLER HOLDER (SEE DETAIL i WITH 2 FASTENERS. F4 0 r2" ROLLER WITH 7/16 DIA. STEM. TIRE: STEEL. 7 BALL FOR 16'X8'. 18'X8' NYLON OR STEEL 7 BALL FOR 9'X8'. 10'X8' GALV. STEEL. (14 GAGE) END HINGE ATTACHED WITH 4 FASTENERS. 8 9 DETAIL C _ GALVANIZED STEEL 48"(18'X8',16'X8 , STRUT. ATTACHED 1 O'X8 ,9 X8') LONG 1HEX HEAD 21' OR SELF DRILLING SCREW 19-1/2 24' HIGH PANEL (2 PER VERTICAL STILE) 24"(18'X8', 9 O PREPAINTED STEEL 2 8 STRUTS 16'X8') 26 GAGE ALL 3 18GA WI MODELS EXCEPT (SEE DETAIL A) 24 GAGE MODEL 1-3/8' POLYSTYRENE 0 750 Oi INSULATION OPTIONAL 5' FOR MOD. 724 AND DOORS 16' X 8' OR 730 <@> 18' X 8' USE 5th SCREW 13 GAGE GALV. STEEL 1.25_--� �-- Q9' X 8' 6c 10' X 8' (2 BRACKETS) LH. THROUGH THE TOP LEAF. BOTTOM BRACKET 16' X B' do 18' X 8' (4 BRACKETS) END STILE AND RAIL ATTACHED WITH 2 r( $�� LONG STEM ROLLERS. FASTENERS. BOTTOM Q� SCREW CAN BE ABOVE 3 20 GAGE END STILES - FASTENED WITH OR BELOW ROLLER. TOG-L-LOCS TO PANEL FOR. DOORS C� �/ LARGER THAN OVER EN STILES. X (7' U DETAIL `jP � I y TI O N A 2.75" - �'� r , DETAIL A �40 7# • 3' 3; 20GA WIDE STRUT QyL J � /0 � 3 18GA WIDE STRUT 9 ITT U I V /s 2 LAG SCREW 5/16" X Y 1 gg• _.i T-- SECTION B - B 20 GAGE GALV. STEEL CENTER STILE •� ETAI L B e 10 GAGE FOR DOORS LARGER THAN 10' X 8'. TOG-L-L.00 OR POP RIVETED TO PANEL �J= 22GA STRUT f6 13 GAGE FOR DOORS 10' X 8' AND SMALLER. 18 GAGE GA GALV. STEEL TRACK BRACKETS FASTENED STEEL CENTER HINGE TO WOOD JAMBS. SEE ABOVE FOR QUANTITY FASTENED WITH TH (4) 1/4" X 1/2" AND SPACING. HEX HEAD SHEET METAL SCREWS. 2422 NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE ` ~�: H 2413 DOOR 5� 1t� PRESsuRE Pam' 1/4"-20 X 5/8" HEX BOLTS & NUTS OR ,/%�Q L TrarT11 Nrxxr PosrtwE NEGATIVE 1/4' X 1/2" LONG HEX HEAD SHEET METAL SCREWS. 3 /� - - _ -- G 2137 Ql Q WILL.F'.1 T. �r - I - _ F 1549A Consulting StTuciural "Engine ;. - E 1549 DOORS SHOWN ON THIS DRAWING HAVE BEEN gEMONSTRATED TO WITHSTAND THE PRESSURES D 1449 LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 110 MPH, 15' ROOT HEIGHT, ROOF 1140 Andersen Street .=- PITCH > 10', DOOR FULLY IN END ZONE FBC ASSUMPTbNS: 110 MPH, EXPOSURE "B Clermcnt, FL 34711 C 1377 30' ROOF HEIGHT. ROOF PITCH > 10, 2' OF DOOR IN END ZONE 0 (352) 242 - Q103 B 1373 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR A 1336 OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, NOTE GLAZING DOES NOT SATISFY IMPACT GIVEN THE SANE CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATFR THAN THE Q DEBRIS REQUIREMENTS IN FBC REV. E.C.N. INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER (H SHORTER. A —ALTERNATE CONSTRUCTION USING (2) STRUTS. i 8' I> I 10 -16' (DOUBLE CAR) CENTE�SnnLES 4' X 16" AIR VENTS, (4) REO'D.�Cp� HINGES 3 120 SO. IN. MIN. OPEN AREA OPTIONAL .,TFRMALTF Corte 2" GAL.V. STEEL VERTICAL TRACK,' 18GA (9 X8 16GA (16•X8'. 18'X87 BOLTED TO TRACK BRACKETS X WITH 1/ - 5/8• TRACK BOLTS. OPENING HEIGHT NOT OVER DOOR HEIGHT) 126 SO. IN. MIN. OPEN AREA lkly CENTEN 1uNut-� (- a.N.v" OPTIONAL O OPTIONAL 4' X 16' AIR VENTS. 60 SO. IN. MIN. OPEN HIN= (1 COLL-0 V..... �77� I� 1rp� INDSOR DWR P.O. BOX 13858 MAUMELLE, AR. 72113 (501) 562-1872 3/5/02 KDD 1/25/02 2/9/00 MODELS: 724, 426, 730. 735, 750, 550 5/14/96 DWG. WAS 101993-2 PART NAME: 0 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 110 MPH, FBC 110 MPH EXPOSURE TOLERANCE FRAC.t 1/64 DEC. t .015 ANG. f V 11/1a/9a (RLB) (11/02/94) (RLB) NEXT LEVEL PLOT SCALE 1=1 DATE 11-19-93 DRN. BY BH DWG. N0. 99-13-032 3/3/94 DATE: APPROV. scALE NONE SHT 3 OF 3 J FORM 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1749 Address:XI'8 0 Builder: DR HORTON SDdo - Permitting Office: City, Stater hKXOgpj Fc_ 32--f=0 Permit Number: Owner: 'I), V_ • "oizvocJ 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 I - _ SEER: 12.00 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? Yes - 6. Conditioned floor area (ft2) _ 1760 ft2 c. N/A 7. Glass area 06e - a. Clear - single, pane 271.0 ft2 _ 13. Heating systems b. Clear, - double pane 16.0 ft2 - a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 _ _ HSPF: 8.50 d. Tint/other SHGC - double pane 0.0 ft2 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 ft2 - _ EF: 0.86 b. Frame, Wood, Adjacent R=11.0, 270.0 ft2 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 ft2 _ 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 NE-H-Multizone heating) Glass/Floor Area: 0.16 Total as -built points: 23852 PASS Total base points: 24941 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: (Q DATE: p3.O2 hereby certify that this building, as designed, is in compliance with the Florida Energy Cod OWNER/AGENT: DATE: �1Q3 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. yp4 THE sTq��O� BUILDING OFFICIAL:r U�' DATE: �d "�` a`' EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1760.0 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 4 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 5318.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 188.0(p) -31.8 -5978.4 Slab -On -Grade Edge Insulation 0.0 188.0(p -31.90 -5997.2 Raised 0.0 0,00 0.0 Base Total: -5978.4 1 As -Built Total: 188.0 -5997.2 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS "- Residential Whole Building Performance Method A - Details I 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 X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 39250.3 1.000 (1.087 x 1.150 x 0.90) 0.284 0.950 11920.9 33355.9 0.4266 14229.6 39250.3 1.00 1.125 0.284 0.950 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 .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 1760.0 5.86 1856.4 Single, Clear E 1.0 9.0 38.0 9.96 1.00 380.2 Single, Clear E 1.0 8.0 18.0 9.96 1.01 180.3 Single, Clear E 1.0 14.3 14.0 9.96 1.00 139.9 E 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 2506.0 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 Under Attic 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 As -Built Total: 188.0 470.0 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB 0.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT *: I 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 System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 9252.1 1.000 (1.078 x 1.160 x 0.92) 0.402 0.950 4060.2 4812.8- 0.6274 3019.6 9252.1 1.00 1.150 0.402 0.950 4060.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 - CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 14230 3020 7692 24941 11921 4060 7871 23852 �yOgTHE ST,g?�0� � � a EnergyGauge"" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 7 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/s .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. 6A-22 OTHER PRESCRIPTIVF MFASIIRFS /mimf ho ma4 nr ovrncrinrl by tzll rncIrin---- 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 system, 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. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 RIGHT-J LOAD AND EQUIPMENT SUMMARY I Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 T 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For: Notes: { ' n �� ��,„ � �.�7 .lJ Yrtl.''� rdy�.� xf �7� 5p, '�}`�`��� }', .4r :� 7 :' � x "C ,-f r �,. _ .. -._.. �,Des� nil"nformation: ,tt. 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/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 34257 Btuh Structure 29973 Btuh Ventilation air 0 cfm Ventilation 990 Btuh n . 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 Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1150 Btuh Ventilation 1250 Btuh Heating Cooling Infiltration 2351 Btuh Area (ft2) 1760 1760 Total latent equip. load 4751 Btuh Volume (ft3) 14080 14080 Air changes/hour 0.80 0.40 Total equipment load 35095 Btuh Equiv. AVF (cfm) 188 94 Heating Equipment Summary Cooling Equipment Summary Make TRANE Make TRANE Trade Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 7.5 HSPF 0 Btuh @ 47°F 0 OF 0 cfm 0.000 cfm/Btuh Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 10.2 EER 29050 Btuh 12450 Btuh 41500 Btuh 1383 cfm 0,046 cfm/Btuh 87 % Bold.6talic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. vvri(D i'7t50ft Right -suite Residential 5.0.64 RSR26016 2002-Mar-01 10:21:37 ACC% E:\Files\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 (ft') 1760 ft' c. N/A 7. Glass area & type _ a. Clear - single pane 271.0 ftz _ 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 ftz _ HSPF: 8.50 d. Tint/other SHGC - double pane 0.0 ftz 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 ftz _ EF: 0.86 b. Frame, Wood, Adjacent R=11.0, 270.0 ftz _ 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 ftz _ 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) sT,�?� in this home before final inspection. Otherwise, a new EPL Display Card will be completed oZZBE ,0 based on installed Code compliant features. Builder Signature: Date: � /� Address of New Home: �{ C�107� 1 �� AL. � �� City/FL Zip9 A1#CA_)1PJ 3239- *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar"'designation), r I your home may qualms for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 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 OF Winter TD = 6621 Btuh 3. Winter infiltration HTM 6621 Btuh / 325 ft2 Total window = 20.4 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 14080 ft3 x 0.0167 = 94 cfm 2. Summer infiltration load 1.1 x 94 cfm x 18 OF Summer TD = 1862 Btuh 3. Summer infiltration HTM 1862 Btuh / 325 ft2 Total window = 5.7 Btuh/ft2 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 OF 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 0.98 Equipment sizing load - 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 4 j. Boid4talic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite ResidentialT4 5.0.64 RSR26016 AC A E:\Files\DR HORTON 2002\1 749\1 749.rsr 2002-Mar-01 10:21:37 Page 1 RIGHT-J WORKSHEET ,�a Entire House DEL AIR HEATING AIR CONDITIONING R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 1749 MODEL 10-3-97 MANUAL J: nn ta. 1 Name of room Entire House LIV/DIN LDY BTH2 2 Length of exposed wall 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 heat/cool d 8.0 fti 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 Cig (W) Htg Clg (ft2) Htg Cig (ftz) Htg I Clg (W) Htg Clg 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 '••` ** p *"*" •*•* 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 ""*» p 0 "**` 0 p •*•• 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 "`* 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 11 A 18.9 12.7 20 378 255 20 378 255 0 0 0 0 0 0 c 0.01 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 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 01 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 01 0 0 0 01 0 0 0 12 Infiltration 1 20.4 5.7 325 6621 1862 113 2302 647 18 367 103 0 01 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 Duct loss 10°/ 3114 `"*• 101/ 1003 "`•" 101/ 99 ""•` 10°/ 35 15 Total loss = 13+14 "•` 34257 "'• "•• 11036 *«" •*•` 1087 ""*' "** 382 •••• 16 Int. gains: People Q 300 5 •"' 1500 1 """ 300 0 "*"` 0 0 "*`" 0 Appl. aQ 1200 2 •""` 1800 0 `•`* 0 1 "** 600 0 ""` 0 17 Subtot RSH gain=7+8..+12+16 "'«` ""' 27248 «""" """' 8773 `""' ""' 1057 `*`* •"" 167 Less external cooling *`•` •"* 0 •••• •••• p •••• •••• 0 0 Less transfer •••" ••*• 0 «.«. .«.. 0 .«.. «.«. 0 ..*" «».« 0 18 Duct gain 10 °/ """ 2725 10 % `*»` 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 (cfm) ""• 0 1383 "" 0 445 "" 0 54 "" 0 8 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�ghtsol=C Right -Suite Residential"" 5.0.64 RSR26016 2002-Mar-01 10:21:37 /CZP• E:\Files\DR HORTON 2002\1749\1749.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 1749 MODEL 10-3-97 MANUAL J: /th Ed. 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/cool &0 fti heat/cool 8.0 ft heat/cool 8.0 fti heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Cig (W) Htg Clg (ft') Htg Cig (ft') Htg I Clg (W) 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 `•`" e 7L 20.8 •' 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 E/W 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 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 01 0 0 0 01 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 20.4 5.7 16 326 92 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 '**` 100/ 623 `•*• 15 Total loss = 13+14 *"* 2655 '"«" "'** 2027 '*'" '*" 3113 *`"` *•** 6852 *'*' 16 Int. gains: People @ 300 0 "`*" 0 0 """ 0 0 '*"« 0 2 ""*' 600 Appl. @ 1200 0**"" 0 0"*" 0 0 *"* 0 0'**" 0 17 Subtot 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 10°/ ""* 135 10°/ 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. wr14Dht50-Ft Right -Suite Residential*'* 5.0.64 RSR26016 MCA E:\Files\DR HORTON 2002\1749\1749.rsr 2002-Mar-01 10:21:37 Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 1749 MODEL 10.3-97 MHNUAL J: ttn to. 1 Name of room FAM KIT 2 Length of exposed wall 0.0 ft 33.0 ft 3 Room dimensions 13.0 x 17.0 ft 12.0 x 21.0 ft 4 Ceiings Condit. Option 8.0 fti heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg Clg (ft2) Htg Clg (ft') Htg I Clg Htg Clg 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 """ *•" *`*" •'•* `•`* «*«« 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 d 9C 38.7 "• 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 NE/NW 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 9.9 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 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 01 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 perimeter c 0.0 0.0 0 0 0 0 0 0 is 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 1 20.41 5.7 161 326 921 56 11411 321 13 Subtotal loss=6+8..+11+12 "" 1006 •"` '"" 5452 "" "" `••' •«" ••«• Less external heating '»"• 0 •'•« •*•~ 0 «««• «,•« »"», ,,,» ,,.. Less transfer •'•• 0 •••• •,•• 0 •««, ,»»• .... .,.. 14 Duct loss 10°/ 101 •"" 10°/ 545 ""' °/ *•~• °/ •+:. 15 Total loss = 13+14 `"" 1107 "" "'• 5997 *"•' "" •`•• •««• «•:* 16 Int. gains: People @ 300 2 "`" 600 0 0 "" ~••' Appl. @ 1200 0 ~•'" 0 1 "••' 1200 "'" •'«• 17 Subtot RSH gain=7+8..+12+16 "" "*" 3423 "" '•'» 4717 *""' '"" •'•« *«*« Less external cooling ""' "'•' 0 •*`« •«•• 0 «•«« ..«» »,., ,.," Less transfer ,•'• •"•» 0 ~••• »,•• 0 •»«« »+,» ,»,. ., 18 Duct gain 10°/ """ 342 100/ "*' 472 °/ "'"• °/ •••` 19 Total RSH gain=(17+18)*PLF 1.00 "`" 3766 1.00 "~' 5188 `•"' ••~• 20 Air required (cfm) •'•" 01 1741 0 239 "`• `••" Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wreghtSoft Right -Suite Residential TM" 5.0.64 RSR26016 2002-Mar-01 10:21:37 ,4M E:\Files\DR HORTON 2002\1749\1749.rsr Page 3 RIGHT-J WINDOW DATA r 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 0 N A S 0 0 W C W S N K I A L 0 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 0 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 T 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 wrightsoft Right -Suite Residential 5.0.64 RSR26016 2002-Mar-01 10:21:37 ACCK E:\Files\DR HORTON 200211749\1749.rsr Page 1 Js n ro m °Z i' Xa i i� N m a FaC G i V m N w rt I i •� 8x4 5 f 551 a LJ a N ly N O UI Q� O N \OP I P3.1 jX8 V o p, d N°� O \ ra m T s N I - n o I D 10 P o �o ° III•• n` IOx6 IwCd c a J n V <' ¢ 21S g � I m N w b, X DD GAIN 37JD Dan rZy r r- D W �f BUILDER: DR,HORTON PLAN . 1749 l LOT SUBDIVISION DATE: 12/18/92 DRAWN BY: JC REVISIONS nel Air DATE BY Heating, Air Condltlonirlq & P&rlgeratiar,lnc 10 ,12.0 0 J S C 109 Commerce Street 03,01.02 V JS 5ilte 1101 Lake Mary FI, 52246-6206 Phone; 407-831-2665 Fax: 407-333-3855 MiTeke January 29, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, Fl. 33331.4627 USA Fax (954}680 4395 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4277162 thru I4277179. Total : 18 drawings. Job :DR1749Ao2 (3 Builder :D.R. HORTON Location :BAKERS CROSSING, LOT Z10 County :SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61 G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 18 Truss drawing. 2) Truss Index. January 29, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1749A Trusses included=18 0,"\DR1749A\a.tre" 14277162 1,"\DR1749A\a11.tre" 14277163 2,"\DR1749A\a13.tre" 14277164 3,"\DR1 749A\a 1 5.tre" 14277165 4,"\DR1749A\a17.tre" 14277166 5,"\DR1 749A\a 1 9.tre" 14277167 6,"\DR1749A\a7.tre" 14277168 7,"\DR1749A\a9.tre" 14277169 8,"\DR1749A\agab.tre" 14277170 9,"\DR1749A\c.tre" 14277171 10,"\DR1749A\cgab.tre" 14277172 11,"\DR1749A\d.tre" 14277173 12,"\DR1749A\dgab.tre" 14277174 13,"\DR1749A\jtre" 14277175 14,"\DR1749A\k.tre" 14277176 15,"\DR1749A\1.tre" 14277177 16,"\DR1749A\m.tre" 14277178 17,"\DR1749A\s.tre" 14277179 eq * No. 4 5161 a STATE OF 1 a R tD,�'�� December 19, 2002 AWARNINO - Vsrjjy design parameters and READ NOTES oNTms AND REVERSE SIDE BEFORE USE. �� Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be _ Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST•88 Quality Standard, OSB-89 Bracing Specification, and HIB-91 M iTe k® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION 1'/. * Center plate on joint unless - dimensions indicate, otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required 40�10 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. 0 Er 0 U a O 1 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N 19! 0 " I MiTek@ 0 tr 0 U a 0 TM PANEL CLIP ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. FORM018,019 GANG -NAIL HYOROA/R Job Truss Truss Type Qty Ply HORTON 14277162 DR1749A A ROOF TRUSS 18 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:20 2002 Page 1 i1-0-Q 7-0-9 13-5-4 19-10-0 26-2-12 32-7-7 39-8-0 40-8-p 1-0-0 7-0-9 6-4-12 6-4-12 6-4-12 6-4-12 7-0-9 1-0-0 Scale = 1:67.2 5.6 = 5 5.00 12 3x4 i 3x4 4 6 5.6 5A 3 7 2 6 gt- �1 o a 3x8 = 14 13 12 11 10 3.8 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 10-2-14 19-10-0 29-5-2 39-8-0 10-2-14 9-7-2 9-7-2 10-2-14 Plate Offsets X Y : 2:0-4-2 0-1-8 3:0-3-00-3-0 7:0-3-0,0-3-0, 8:0-4-2 0-1-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.61 10-12 >764 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC ILL Min I/defl = 360 Weight: 194 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-13 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2=1936/0-8-0, 8=1936/0-8-0 Max Horz 2=222(load case 4) Max Uplift2=-1009(load case 4), 8=-1009(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3676, 3-4=-3316, 4-5=-2334, 5-6=-2334, 6-7=-3316, 7-8=-3677, 8-9=14 BOT CHORD 2-14=3362, 13-14=2795, 12-13=2795, 11-12=2795, 10-11=2795, 8-10=3362 WEBS 3-14=406, 4-14=538, 4-12=-855, 5-12=1322, 6-12=-855, 6-10=538, 7-10=-406 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=S.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1009 lb uplift at joint 2 and 1009 lb uplift at joint 8. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. !� it B LOAD CASE(S) Standard • N .STATE OF Y 16.c o .94',��'' � aL A WARNING - Verm design parameters and READ NOTES oNTms AND REVERSE SIDE BEFORE USE. 0 Design void for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delNery, erection and bracing, consult OST-88 OualBy Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W153719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t ��4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each a c� other, C wEBS Js CIE 3, Place plates on each face of truss at each *For 4 x 2 orientation, locate 0 Q 0 " ; '' ; joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of o a _ at joint locations, truss and vertical web, o a o 4. Unless otherwise noted, locate chord splices 1/4 length(+ 6" from C, at panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11, Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 93001.3-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. ® 15. Care should be exercised in handling, PANEL TM erection and installation of trusses, © 1993 Mitek Holdings, Inc. " CLIP FORM018,019 '• - _'• icianiG-nwiL ® Job Truss Truss Type Qty Ply HORTON 14277163 DR1749A A11 ROOFTRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:20 2002 Page 1 i1-0-0 5-9-14 11-0-0 16-10-11 22-9-5 28-8-0 33-10-2 39-8-0 40-8-p 1-0-0 5-9-14 5-2-2 5-10-11 5-10-11 5-10-11 5-2-2 5-9-14 1-0-0 Scale = 168.1 5.6 = 2x4 11 5x6 = 5x6 = 4 5 6 7 5.00 12 2x4 �� 2x4 3 ZZ 8 2 9 -E-1 �'g d' 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x8 = 3x4 = 3x6 = 3x4 = 8-3-14 16-10-11 22-9-5 31-4-2 39-8-0 i 8-3-14 8-6-13 5-10-11 8-6-13 8-3-14 Plate Offsets X Y : 2:0-4-2 0-1-8 , 4:0-3-0 0-2-4 6:0-3-0 0-3-0 7:0-3-00-2-4 , 9:0-4-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.78 Vert(LL) 0.38 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.60 14-16 >783 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.17 9 n/a BCDL . 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 194 lb LUMBER BRACING TOP CHORD 2.X 4 SYP No.2D TOP CHORD Sheathed or 2-7-3 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1936/0-8-0, 9=1936/0-8-0 Max Horz 2=-134(load case 5) Max Uplift2=-954(load case 2), 9=-954(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3797, 3-4=-3521, 4-5=-3773, 5-6=-3773, 6-7=-3767, 7-8=-3521, 8-9=-3797, 9-10=14 BOT CHORD 2-16=3465, 15-16=3039, 14-15=3039, 13-14=3780, 12-13=3039, 11-12=3039, 9-11=3465 WEBS 3-16=-292, 4-16=420, 4-14=934, 5-14=-426, 6-14=-9, 6-13=427, 7-13=925, 7-11=420, 8-11=-292 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 954 lb uplift at joint 2 and 954 lb uplift at joint 9. �j !� i I]��� 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. .. ........ . P LOAD CASE(S) Standard e No, 4.5161 r= . tV STATE OFOR ANAL ® WARNING - Ve ft design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design void for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be IMMIN installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brmcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendatlon available from Truss Plate Institute, 583 D'Onof c, Drive, Madison, WI 53719. r- 71 Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. 0 cc 0 U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8- J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. _ WEBS ARE NUMBERED FROM LEFT TO RIGHT. 0 Q 0 U 0- 0 PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. WWI - TM PAN EL�MYORO,AIR0 CLIP FORM07 B4O79 - ,. - .. 'cn nor-nraal ® .. ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2, Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9, Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14277164 DR1749A A13 ROOF TRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:21 2002 Page 1 i1-0-q 6-9-14 13-0-0 17-6-11 22-1-5 26-8-0 32-10-2 , 39-8-0 40-8-p 1-0-0 6-9-14 6-2-2 4-6-11 4-6-11 4-6-11 6-2-2 6-9-14 1-0-0 Scale - 1:68.1 5x6 = 3x4 = 3x4 = 54 = 4 5 6 7 5.00 12 3x4 % 3x4 3 8 2 1 9 1017 � 0 3x8 = 15 14 13 12 11 3x8 = - 2x4 11 5x8 = 3x4 = 5x8 = 2x4 11 6-9-14 13-0-0 19-10-0 26-8-0 32-10-2 39-8-0 6-9-14 6-2-2 6-10-0 6-10-0 6-2-2 6-9-14 Plate Offsets X Y : 2:0-4-2 0-1-8 4:0-3-00-2-4 7:0-3-0 0-2-4 9:0-4-2 0-1-8 12:0-2-12 0-3-0 14:0-2-12,0-3-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.71 Vert(LL} 0.32 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.72 Vert(TL) -0.51 13-14 >923 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.18 9 n/a BCDL 10.0 Code FBC2001 1st LC ILL Min I/deFl = 360 Weight: 204 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 2-9-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling, directly applied or 5-1-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1936/0-8-0, 9=1936/0-8-0 Max Horz 2=-154(load case 5) Max Uplift2=-925(load case 4), 9=-925(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3771, 3-4=-3114, 4-5=-2874, 5-6=-3237, 6-7=-2874, 7-8=-3114, 8-9=-3771, 9-10=14 BOT CHORD 2-15=3448, 14-15=3448, 13-14=3209; 12-13=3209, 11-12=3448, 9-11=3448 WEBS 3-15=127, 3-14=-634, 4-14=799, 5-14=-523, 5-13=74, 6-13=74, 6-12=-523, 7-12=799, 8-12=-634, 8-11=127 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 925 lb uplift at joint 2 and 925 lb uplift at joint 9. i l.7 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. !� ..,� LOAD CASE(S) Standard��P� t : NO,451f1STATE J OF 4, ®WARMNo - Vervy design parameters and READ NOTES oNTHI3 AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be -_ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss — designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllty at the erector. Additional permanent br�icing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Fl - Symbols PLATE LOCATION AND ORIENTATION i �/. * Center plate.on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat.. *For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE 0 Q 0 U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS.. J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. . CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke FORM018,019 _ GANG -NAIL ® iirv_aq Misr. The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40", continuous lateral bracing. 0 cr 0 U a 0 PANEL TM CLIP &&General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14277165 DR1749A A15 ROOFTRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:21 2002 Page 1 11-0-p 7-9-14 15-0-0 19-10-0 24-8-0 31-10-2 39-8-0 40-8-p 1-0-0 7-9-14 7-2-2 4-10-0 4-10-0 7-2-2 7-9-14 1-0-0 Style = 1:68.1 5x6 = 5.00 12 3x4 = 5x6 = 4 5 6 5x6 - 54 3 7 _ 2 e B J tV 3x8 = 13 12 11 2.4 11 5x8 = 5x8 = 10 3x8 = 2x4 11 7-9-14 15-0-0 24-8-0 31-10-2 39-8-0 7-9-14 7-2-2 9-8-0 7-2-2 7-9-14 Plate Offsets X Y : 2:0-4-2 0-1-8 3:0-3-0 0-3-4 4:0-3-0 0-2-4 6:0-3-0 0-2-4 7:0-3-0 0-3-4 8:0-4-2 0-1-8 , 11:0-4-0 0-3-0 12:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) 0.27 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.62 11-12 >758 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.17 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/dell = 360 Weight: 197 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed. 1-3 2 X 4 SYP No.1 D, 7-9 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. BOT CHORD 2 X 4 SYP N0.21D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1936/0-M, 8=1936/0-M Max Horz 2=-174(load case 5) Max Uplift2=-953(load case 4), 8=-953(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3673, 34=-2887, 4-5=-2669, 5-6=-2669, 6-7=-2887, 7-8=-3673, 8-9=14 BOT CHORD 2-13=3363, 12-13=3359, 11-12=2803, 10-11=3359, 8-10=3363 WEBS 3-13=147, 3-12=-767, 4-12=668, 5-12=-220, 5-11=-220, 6-11=668, 7-11=-767, 7-10=147 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 953 lb uplift at joint 2 and 953 lb uplift at joint 8. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. }` �_!� .•' �I l F f(1 ��`•! LOAD CASE(S) Standard * . NO, 451f1 4 STATE OF PAX d WARNING - VerVy design parameters and READ NOTES ON TIM AND RE VERSE SIDE BEFORE USE. ®� Qq Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult OST-88 Quality Standard. DS6-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive- Madison, WI53719. r- Symbols PLATE LOCATION AND ORIENTATION t 3/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and "securely seat. e *For 4 x 2 orientation, locate plates I/a" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the Mitek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required 400" continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS a Q WEBS JS oCr _ o Or a U c? IN- - I ce O BOTTOM CHORDS. J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TC B 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N MiTek® PANEL TM CLIP ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. FORM018,019 Job Truss Truss Type Qty Ply HORTON 14277166 DR1749A A17 ROOF TRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:22 2002 Page 1 it-0-p 6-1-3 11-6-10 17-0-0 , 22-8-0 , 28-1-6 , 33-6-13 39-8-0 40-8-p 1-0-0 6-1-3 5-5-6 5-5-6 5-8-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale = 168.1 US = 5x8 = 5 6 3x4 % 3x4 4 7 5x6 5x6 5. Do F12 �) 3 8 _ 2 9 0 3x8 = 16 15 14 13 12 11 3.4 = 3x6 = 3.8 = 3.4 = 34 = 3.4 = 3x8 = 8-9-14 17-0-0 22-8-0 30-10-2 39-8-0 8-9-14 8-2-2 5-8-0 8-2-2 8-9-14 Plate Offsets X Y ; 2:0-4-2,0-1-8 3:0-3-0,0-3-0 5:0-3-0,0-2-4 6:0-5-12 0-2-8 8:0-3-00-3-0, 9:0-4-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) -0,27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.82 Vert(TL) -0.51 11-13 >924 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.16 9 n/a BCDL 10.0 - Code FBC2001 1st LC LL Min I/defl = 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-3 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2=1936/0-8-0, 9=1936/0-8-0 Max Horz 2=-1 94(load case 5) Max Uplift2=-978(load case 4), 9=-978(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3768, 3-4=-3474, 4-5=-2650, 5-6=-2457, 6-7=-2650, 7-8=-3474, 8-9=-3768, 9-10=14 BOT CHORD 2-16=3440, 15-16=2991, 14-15=2991, 13-14=2457, 12-13=2991, 11-12=2991, 9-11=3440 WEBS 3-16=-317, 4-16=439, 4-14=-723, 5-14=610, 6-14=0, 6-13=610, 7-13=-723, 7-11=439, 8-11=-317 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 978 lb uplift at joint 2 and 978 lb uplift at joint 9. !� i 131��� 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ..., LOAD CASE(S) Standard Cq;;• '�/ .;ALP Pia. 4 5161 �eon' STAT= Y4 Y �64.4'. o R ID,�*'. �Q aL UT VU-z1UVzF ®IVARI INO - Vsr{ fy design parameters and READ NOTES ON TMS AND RE VERSE SIDE BEFORE USE. a Design valid for use only with Mrfek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent br'acing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-85 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® Handling Installing and Bracing liecommondatlon available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, Wl53719. Symbols - PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates, * For tabular plating format refer to the MRek/Gong-Nall Joint/Plate Placement Chart. 0 CC 0 0 a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS, J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 0 Er 0 U 0- 0 PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28, LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 93001.3-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® PANEL TM CLIP FORM018,019 GANG-NAJL ® :Mympip-A'1R® _.. Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,, 2. Cut members to bear tightly against each other. 3• Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5• Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not, applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14277167 DR1749A A19 ROOF TRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:22 2002 Page 1 i1-0-Q 6-9-3 12-10-10 19-0-0 20-8-0, 26-9-6 32-10-13 �_ 39-8-0 40-8-p r 1-0-0 6-9-3 6-1-6 6-1-6 1-8-0 6-1-6 6-1-6 6-9-3 1-0-0 Scale = 1:68.1 Safi = 5x6 = 5 6 5.00 12 3x4 3x4 4 T 5x6' 5x6 aS 3 8 2 B 0I- 1 � 3.8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x4 = 3x6 = 5x6 = 9-9-14 , 19-0-0 20-8-01 29-10-2 39-8-0 9-9-14 9-2-2 1-8-0 9-2-2 9-9-14 Plate Offsets MY): : 2:0-4-2 0-1-8 3:0-3-00-3-0 5:0-3-0,0-2-4 6:0-3-0,0-2-4 8:0-3-0 0-3-0 9:0-4-2 0-1-8 11:0-3-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.34 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.82 Vert(TL) -0.53 11-13 >885 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horc(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 202 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-5 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2=1936/0-8-0, 9=1936/0-8-0 Max Horz 2=214(load case 4) Max Uplift2=-1002(load case 4), 9=-1002(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3900, 3-4=-3540, 4-5=-2536, 5-6=-2269, 6-7=-2536, 7-8=-3540, 8-9=-3900, 9-10=29 BOT CHORD 2-16=3488, 15-16=2909, 14-15=2909, 13-14=2269, 12-13=2909, 11-12=2909, 9-11=3488 WEBS 3-16=-409, 4-16=560, 4-14=-862, 5-14=663, 6-13=663, 7-13=-862, 7-11=560, 8-11=-409 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1002 lb uplift at joint 2 and 1002 lb uplift at joint9. 1pi 13u�� 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ••.•••.•...� LOADCASE(S) Standard '�•'tJ�P�I/���_•C'f►'t� ¢ ' No. 4.5161 A yam[ ``�/�/����{J{J V��yS,�AT •�: �[/�] i3 i V I /F. . ! 4 1 ® WARNING - Ver(ry design parameters and READ NOTES oNTHIS AND REVERSE SIDE BEFORE USE. Design void for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent br�lscing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Instollinq and Bracing Rocommendatlon available from Truss Plate Institute, 583 D'Onofrla Drive, Madison, WI 53719. r Symbols PLATE LOCATION AND ORIENTATION 1 3/4 * Center plate on joint unless, dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MRek/Gang-Nail Joint/Plate Placement Chart. 0 Cr 0 U a 0 1 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 0 Q 0 U a 0 F- PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dirrrension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at - which bearings (supports) occur. M11 MiTeko TM PANEL CLIP FORM018,019 ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss Truss Type City Ply HORTON 14277168 DR1749A A7 ROOFTRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:22 2002 Page 1 i1-0-q 3-9-14 , 7-0-0 , 10-4-0 16-8-0 23-0-0 29-4-0 32-8-0 , 35-10-2 39-8-0 40-8-p 1-0-0 3-9-14 3-2-2 3-4-0 6-4-0 6-4-0 6-4-0 3-4-0 3-2-2 3-9-14 1-0-0 Scale = 1:68.1 6x8 — 5x8 = WO= 7x8 = 6x6 = 4x8 = 5.00 12 4 5 6 7 8 9 2x4 2x4 3 10 2 11 `f 1 i lR 4x6 = 20 19 18 17 16 15 14 13 4x8 = 44 = 7x8 = 4x8 = 8x14 = 4x6 = 5x8 = 4x6 = 4x6 = 7-0-0 10-4-0 16-8-0 23-0-0 29-4-0 32-8-0 39-8-0 I � 7-0-0 3-4-0 6-4-0 6-4-0 6-4-0 3-4-0 7-0-0 Plate Offsets X Y : 4:0-2-12 0-3-8 6:0-4-0 0-4-8 9:0-2-0 0-3-4 19:0-4-00-5-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 1.00 Vert(LL) 0.44 16 >794 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.54 14-16 >640 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(TL) 0.07 11 n/a BCDL 10.0 Code FBC2001 1st LC ILL Min I/deft = 360 Weight: 250 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 2-2-1 oc purlins. 4-6 2 X 6 SYP SS, 6-9 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-3-6 oc bracing. BOT CHORD 2 X 6 SYP No.2ND WEBS 1 Row at midpt7-17 WEBS 2 X 4 SYP No.3 'Except* 2 Rows at 1/3 pts 5-17 5-17 2 X 4 SYP No.1 D, 7-17 2 X 4 SYP No.1 D, 8-16 2 X 4 SYP No.1 D REACTIONS (lb/size) 2=-382/0-8-0, 19=5682/0-8-0, 11=2386/0-8-0 Max Horz2=-95(load case 5) Max Uplift2=-706(load case 7), 19=-3785(load case 2), 11=-1452(load case 3) Max Grav2=225(load case 3), 19=5682(load case 1), 11=2395(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=1663, 3-4=2040, 4-5=4301, 5-6=-1807, 6-7=-1807, 7-8=-5106, 8-9=-5597, 9-10=4998, 10-1 1=-5157,11-12=17 BOT CHORD 2-20=-1520, 19-20=-1844, 18-19=-4301, 17-18=-4301, 16-17=5106, 15-16=5596, 14-15=5596, 13-14=4671, 11-13=4713 WEBS 3-20=-401, 4-20=893, 4-19=-3223, 5-19=-3396, 5-17=6677, 6-17=-976, 7-17=-3606, 7-16=480, 8-16=-536, 8-14=-588, 9-14=1215, 9-13=773, 10-13=-89 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ; porch left exposed;LumberDOL=1.33 plate grip DOL=1.33. •..•....Cq l F I `•.. 3) Provide adequate drainage to prevent water ponding. : •' PI 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 706 lb uplift at joint 2, 3785 lb uplift at joint 19 ;'�yL �•9 and 1452 lb uplift at joint 11. •' ; 5) Girder carries hip end with 7-0-0 end setback t 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 435.51b up at 32-8-0, and 603.21b down No. 4.5161• � -* and 435.51b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. y� 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. _ •, STATE OF •r t. _ LOAD CASE(S) Standard 'y • �+ 1) Regular: Lumber Increase=1.33, Plate Increase=1.33�y�••.t Uniform Loads (pIf)� �'•"A••"•�j�+ Vert: 14=-74.0, 4-9=-154.2, 9-12=-74.0, 2-20=-20.0, 13-20=-41.7, 11-13=-20.0 Concentrated Loads (lb) WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. �e Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblllty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Speciflcatlon, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 11/. * Center plate on joint. unless` dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of, truss and securely seat, *For 4 x 2 orientation, locate plates/e' from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4011' continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. 0 Cr 0 0 a O r- (Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS, J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 0 01 0 a 0 MiTek® � TM PANEL !*\�0 CLIP ®General Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the, building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional. engineer, 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. FOR M018,019 Job Truss Truss Type Qty Ply HORTON 14277169 DR1749A A9 ROOF TRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL. 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:23 2002 Page 1 i1-0-Q 4-9-14 9-0-0 16-2-11 23-5-5 30-8-0 34-10-2 39-8-0 40-88 1-0-0 4-9-14 4-2-2 7-2-11 7-2-11 7-2-11 4-2-2 4-9-14 1-0-0 Scale = 168.1 5x6 = 5x6 = 3x4 = 5x6 = 5.00 12 4 5 6 7 2x4 \\ 2x4 3 8 2 9 a7 3x6 = 17 16 15 14 13 12 11 3x6 = - 3x4 = 7x8 = 3x6 = 3x4 = 3x6 = 7x8 = 3x4 = 5-5-14 10-4-0 19-10-0 29-4-0 34-2-2 39-8-0 5-5-14 4-10-2, 9-6-0 9-6-0 4-10-2 5-5-14 Plate Offsets X Y: 4:0-3-0 0-2-45:0-3-00-3-0 7:0-3-0 0-2-4 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft - PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL) 0.13 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.63 Vert(TL) -0.37 12-14 >942 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.04 9 n/a BCDL 10'0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 190 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-4-5 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-16 REACTIONS (lb/size) 2=19/0-8-0, 16=2578/0-8-0, 9=1275/0-8-0 Max Horc2=114(load case 4) Max Uplift2=-317(load case 7), 16=-1532(load case 2), 9=-637(load case 3) Max Grav2=87(load case 6), 16=2578(load case 1), 9=1289(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=723, 3-4=829, 4-5=1537, 5-6=-1186, 6-7=-1776, 7-8=-2195, 8-9=-2307; 9-10=14 BOT CHORD 2-17=-658, 16-17=-1135, 15-16=467, 14-15=467, 13-14=1725, 12-13=1725, 11-12=1737, 9-11=2100 WEBS 3-17=-319, 4-17=546, 4-16=-1211, 5-16=-2384, 5-14=1043, 6-14=-781, 6-12=61, 7-12=117, 7-11=424; 8-11=-224 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ; porch left exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint 2, 1532 Ib uplift at joint 16 and 637 lb uplift at joint 9. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. �........• <�.•' PI i rr(;1 �•`• •�•�; LOAD CASE(S) Standard ;' * : No.45161 A V = i STAT of Y �QNAL ®WARMNG - VerVy design parameters and READ NOTES om nus AND REVERSE SmDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded verlkalty. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss — - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brmcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute. 593 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION . 13/. * Center plate on joint unless. dimensions indicate 'otherwise. Dimensions are in inches. Apply plates to both sides of, truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates, * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports).occur. Numbering System J2 J3 J4 TOP CHORDS cz Q o WEBS J5 2 0cr 0 d r0 a c8 ce O0 BOTTOM CHORDS. J1 J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75; 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N n MiTek® TM PANEL CLIP ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not. applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10',' ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. FORM018,019 L_ Job Truss Truss Type Qty Ply HORTON 14277170 DR1749A AGAB ROOF TRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58.24 2002 Page 1 11-0-Q 7-0-9 13-5-4 19-10-0 26-2-12 32-7-7 39-8-0 40-8-p r 1-0-0 7-0-9 6-4-12 6-4-12 6-4-12 6-4-12 7-0-9 1-0-0 Scale = 1:67.2 SA = 5 5.0o 12 3x4 i 3x4 4 6 54 � 5x6 3 7 2 8 9Iv ]1 3x8 = 14 13 12 11 10 3.8 = 3x4 = 3x6 = 3x8 = 34 = 3x4 = 10-2-14 19-10-0 29-5-2 39-8-0 10-2-14 9-7-2 9-7-2 10-2-14 Plate Offsets (X,Y): [2:0-4-2,0-1-8], [3:0-3-0,0-3-0], [7:0-3-0,0-3-0], [8:0-4-ZO-1-8], [35:0-0-0,0-0-0], [35:0-0-0,0-0-0], [36:0-0-0,0-0-01, [37:0-M,0-0-0], [38:0-0-0,0-0-0], [38:0-0-0 0-0-0], [39:0-0-0,0-0-0], [40:0-0-0,0-0-0], [41:0-0-0,0-0-0], [42:0-0-0,0-0-01, [43:0-0-0,0-0-0], [43:0-0-0,0-0-0], [44:0-0-0,0-0-0], [45:0-M,0-0-0], [46:0-0-0,0-0-0], 47:0-0-0,0-M , 48:0-M,O-M , 48:0-M,0-0-0, 49:0-M,0-0-0 , 50:0-0-0,0-M , 51:0-M,0-0-0 , 52:0-M,0-0-0 , 53:0-0-0,0-0-0, 54:0-M,O-M LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.81 Vert(LL) 0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.61 10-12 >764 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 292 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1936/0-8-0, 8=1936/0-8-0 Max Horz 2=222(load case 4) Max Uplift2=-1009(load case 4), 8=-1009(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3676, 3-4=-3316, 4-5=-2334, 5-6=-2334, 6-7=-3316, 7-8=-3677, 8-9=14 BOT CHORD 2-14=3362, 13-14=2795, 12-13=2795, 11-12=2795, 10-11=2795, 8-10=3362 WEBS 3-14=-406, 4-14=538, 4-12=-855, 5-12=1322, 6-12=-855, 6-10=538, 7-10=-406 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable �y itend zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable .., End Detail" .•'P�[��q`• 4) All plates are 2x4 M1120 unless otherwise indicated. ; •�i' �(�'• 0 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1009 lb uplift at joint 2 and 1009 lb uplift at joint 8. ' No, 45161 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 0 ';� STATE OF `V �v�.AA0�� Ry60� AWAJZNMG - VerW design parameters and sear xarES ON TMS AM RET/ERM SmE sEMM use. ® ® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss -- designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brarcing of the overall structure Is the responsibility of the building designer. For general guidance tegarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installina and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless, dimensions indicate. otherwise. Dimensions are in inches: Apply plates to both sides 6f trussand securely seat, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates, * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. 0 ir 0 U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS. J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. 0 cr 0 U a 0 PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTeke TM PANEL CLIP FORM018,019 GANG-"'A'L HYOROv1J/R,0" ., ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of, fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10': ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate • without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. L_ Job Truss Truss Type City Ply HORTON 14277171 DR1749A C ROOF TRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:24 2002 Page 1 1-0-0 , 5-2-14 9-10-0 14-5-2 19-3-0 1-0-0 5-2-14 4-7-2 4-7-2 4-9-14 Scale = 1:33.3 4x6 = 4 5.00 52 2x4 C 2x4 3 5 2 6 N 7 3x4 = 5x8 = 3x4 = 9-10-0 19-3-0 9-10-0 9-5-0 Plate Offsets X,Y : 7:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defi PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.38 Vert(LL). 0.06 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.54 Vert(TL) -0.22 6-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 82 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-1-10 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=883/0-3-0, 2=986/0-8-0 Max Horz 2=131(load case 4) Max Uplift6=-438(load case 5), 2=-537(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1487, 3-4=-1088, 4-5=-1088, 5-6=-1455 BOT CHORD 2-7=1354, 6-7=1315 WEBS 3-7=-383, 4-7=483, 5-7=-340 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 438 Ib uplift at joint 6 and 537 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. !� i17u�� LOAD CASE(S) Standard "� ........... : �.1i F I * No. 45161 STATE OF �r oAco,��' ANAL ®WARNING - Ve ft design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. M AM ®_ Design valki for use only with MRek connectors. This design Is based only upon parameters shown, and Is for on Individual building *component to be — Installed and loaded vertically. Applicablllty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installlnq and Bracing Rocommondatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/. * Center plate on joint unless•. Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of. truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against each _ a c' other, WEBS J5 Cr3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o ; ; joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of U O a _ at joint locations, truss and vertical web, o a o 4. Unless otherwise noted, locate chord splices at 114 length(+ 6" from c8 C, c1 panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in J1 JS J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT ' 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40" unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials, ®.. __ 14. Do not cut or alter truss member or plate without prior approval of a professional . MiTek® engineer. ' ® 15. Care should be exercised in handling, TM PANEL erection and installation of trusses, © 1993 Mitek Holdings, Inc. CLIP FORM018,019 _ - .. C&ANG-NAJL ® .i'lrrgav ia_.o; 1 Job Truss Truss Type Qty Ply HORTON 14277172 DR1749A CGAB ROOF TRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:26 2002 Page 1 -1-0-0 , 5-2-14 9-10-0 14-5-2 19-8-0 20-8-0 1-0-0 5-2-14 4-7-2 4-7-2 5-2-14 1-0-0 Scale = 1:35.1 4xs — 2x4 I 4 2x4 11 5.00 12 2x4 20 i 2x4 11 3 5 2xa II x4 I x4 11 o. 2 IX6 11 6 1 to zx411 2x411 2x411 8 2x411 2x411 2x411 3x4 = x8 = 5= 3x4 9-10-0 19-8-0 9-10-0 9-10-0 Plate Offsets X Y : 8:0-4-00-3-016:0-0-0,0-M 17:0-0-0,0-0-0 18:0-0-0 0-0-0 19:0-0-0 0-0-0 20:0-M,0-0-0 21:0-0-0 0-0-0 22:0-0-0 0-0-0 LOADING(psf) SPACING 2-M CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.42 Vert(LL) 0.06 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deFl = 360 Weight: 102 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5-0-10 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-11-4 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=996/0-8-0, 6=996/0-8-0 Max Horz2=122(load case 4) Max Uplift2=-541(load case 4), 6=-541(load case 51 FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1510, 3-4=-1113, 4-5=-1113, 5-6=-1510, 6-7=14 BOT CHORD 2-8=1376, 6-8=1376 WEBS 3-8=-382, 4-8=502, 5-8=-382 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable L _ End Detail" ,p i L3Ua� 4) Gable studs spaced at 2-0-0 oc. �•,.-•••...•• 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 541 lb uplift at joint 2 and 541 lb uplift at joint k /�� 6. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ,•• ;, LOAD CASE(S) Standard * % No. 4 5161 • �3 MATE OF AWAXWNG - Ve M daslgn parasnatars and READ NOTES ONTMS AND REVERSE SIDS BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bilacing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrloatlon,'quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless` dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates, * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 0 0 U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS. Ji J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® 0 cc 0 U a 0 F- TM PANE CLIP N GAG -NAIL ® -H ROAfL ,R,Q AGenera6 -Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14277173 DR1749A D ROOF TRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:27 2002 Page 1 1-0-0 5-2-0 10-4-0 11 4-0 1-0-0 5-2-0 5-2-0 1-0-0 Scale - 1:20.1 4A = 3 INSTALLATION CRITICAL AS TRUSS MAY NOT BE ROTATED END FOR END. 5.00 12 4 2 5 14 . . J.4 I I 3a4 = 3A = axe 11 5-2-0 9-8-0 10-4-0 5-2-0 4-6-0 0-8-0 Plate Offsets X Y : 4:0-1-14 0-0-2 4:0-0-4,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) -0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.52 Vert(TL) -0.02 6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deFl = 360 Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 2=561/0-3-0, 4=561/0-3-0 Max Horz 2=-75(load case 5) Max Uplift2=-318(load case 4), 4=-318(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-596, 3-4=-596, 4-5=14 BOT CHORD 2-6=547, 4-6=547 WEBS 3-6=101 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 318 lb uplift at joint 2 and 318 lb uplift at joint !� i� [3�I 4. +,........ 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. .+ �� l F /�� 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard * ; No 4 5161 A + ' STATE OF Y WAL WARNING - VsrVy design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. �® Design valid for use only with Mtfek connectors. This design Is based only upon parameters shown. and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of bullding designer - not truss nil designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brmcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrlo Drive, Madison, WI53719. MiTek® �1 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate 'o,therwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat., *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4011, continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 0 O 0 a O Numbering System, J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHESTTOTHE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 0 cc O 0 a 0 MiTe.k OM TM PANEL GANG-NAJL OA HYDRO,AWo Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4, Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. L.- Job Truss Truss Type Qty Ply HORTON 14277174 DR1749A DGAB ROOFTRUSS 1 1 (optional) ACCU-SPAN-TH, LONGWOOD, Fl- 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:28 2002 Page 1 -1-0-0 5-2-0 10-4-0 11-4-0 1-0-0 5-2-0 5-2-0 1-0-0 Scale = 1:20.1 4x6 = 3 INSTALLATION CRITICAL AS TRUSS MAY NOT BE ROTATED END FOR END. 2x4 II 5.00 12 2x4 II 2 4 D Li 6 to 2.411 6 2x4 11 2x4 11 3x8 11 3x4 = 3x4 = 5-2-0 9-8-0 10-4-0 5-2-0 4-6-0 0-8-0 Plate Offsets X Y : 4:0-1-14 0-0-2 4:0-0-4 Edgel LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.43 Vert(LL) -0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.56 Vert(TL) -0.02 6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 43 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 2=564/0-3-0, 4=560/0-1-8 Max Horz2=-75(load case 5) Max Uplift2=-319(load case 4), 4=-316(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-603, 3-4=-602, 4-5=14 BOT CHORD 2-6=553, 4-6=553 WEBS 3-6=101 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable ....•..••..� End Detail"l F /� , 4) Gable studs spaced at 2-M oc. .�� 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s}4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint 2 and 316 lb uplift at joint 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 8) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. _ LOAD CASE(S) Standard ' ro •` V tAAVR` L.I AWARNING - Verm design parameters and READ NOTES ON Tms AND REVERSE SIDE BEFORE USE. Design valid for use only with Welk connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be _ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblllty of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 OualBy Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches; Apply plates to both sides of truss and securely seat. �A„ W, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS a c� o WEBS J5 Cr o _ o 0 a 1�y u V 0O a ce c� C, 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Mi! MiTeke MYDRMA/R O, jIllIIIIIIIIII PANEL TM CLIP ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14277175 DR1749A J ROOF TRUSS 14 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:29 2002 Page 1 -1-0-0 7-0-0 1-0-0 7-0-0 3 Scale = 1:16.6 5.00 F12 2 4 2x4 = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.64 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) . -0.26 1 >65 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deFl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=234/Mechanical, 2=424/0-8-0, 4=66/Mechanical Max Horz 2=221(load case 5) Max Uplift3=-255(load case 5), 2=-175(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 BOT CHORD 24=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially-, MW FRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 255 lb uplift at joint 3 and 175 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard !p i1EE 13 ........., No. 4 5161 ,k O STATE 4F = .c'►% •�� ®WARNING - Ver{ fy design parameters and READ NOTES ON Tffi3 AND REVERSE SIDE BEFORE USE. �® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss - - designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent br�bcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DS8-89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® F_— - -- - ----- __ Symbols PLATE LOCATION AND ORIENTATION i'/. * Center plate on joint unless. dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the Mitek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dirrrension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS ca c3 a: WEBS JS o_ o a O u U 0O a ce c� cs BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® OM PANEL TM CLIP ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ , 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate • without prior approval of a professional= engineer. 15, Care should be exercised in handling, - erection and installation of trusses. © 1993 Mitek Holdings, Inc. FORM018,019 Job Truss Truss Type Qty Ply HORTON 14277176 DR1749A K ROOF TRUSS 4 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:29 2002 Page 1 -1-0-0 5-0-0 3 1-0-0 5-0-0 Scale = 1:13.0 5.0o 12 2 {j 1! 4 2.4 = 5-0-0 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/deFl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a M1120 249/190 . TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.08 1 >199 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deFl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 3=155/Mechanical, 2=335/0-8-0, 4=46/Mechanical Max Horz2=161(load case 5) Max Uplift3=-178(load case 5), 2=-159(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially; MWFIRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 178 lb uplift at joint 3 and 159 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard �j l E 13 I .......... liFf Y ,r No. 4 5161 ,k S7A1'F .•' CV .� oNaL ®WARNING - Ver(fy design parameters and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. �® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brmcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consu8 OST-88 Quality Standard, DSO.89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint, unless dimensions indicate otherwise, -Dimensions are in inches. Apply plates to both sides of truss and securely seat. o Q 0 *For 4 x 2 orientation, locate M plates 1/8" from outside edge of o truss and vertical web. 0 *This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 0 0 U a 0 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TOTHE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217,.9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM PANEL CLIP FORM018,019 HYDRO -AIR ® Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4• Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5• Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with - stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. L - - Job Truss Truss Type Qty Ply HORTON 14277177 DR1749A L ROOF TRUSS 4 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:30 2002 Page 1 -1-0-0 3-0-0 1-0-0 3-0-0 Scale = 1:8.7 5.w F12 2 4 y 4 = 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=69/Mechanical, 2=253/0-8-0, 4=26/Mechanical Max Horz2=101(load case 5) Max Uplift3=-99(load case 5), 2=-149(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-54 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 3 and 149 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard No. 4 5lei Y � STATE OF 1 Y L d WARMNG - VerVM design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. eoo ®Cr9 Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the elector. Additional permanent bilking of the overall structure Is the responsibility of the building designer. For general guidance regarding labrloation, quality control, storage, delivery, erection and bracing, consult QST-BB Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION t'/. * Center plate on joint unless. dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and sec ur.ely seat. *For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the Mitek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS a WEBS J5 o _ o 0O a ce c7 ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190, WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek® TM PANE CLIP FORM018,019 - canN�- � ® HYORO,A/R®. ' AGe oral Safely Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the. building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14277178 DR1749A M ROOF TRUSS 4 1 o tional ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:31 2002 Page 1 3 -1-0-0 1-0-0 1-0-0 1-0-0 Scale = 15.2 2 5.00 F12 1 4 1-0-0 2x4 = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 5 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 1-0-0'oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 3=-17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz 2=53(load case 4) Max Uplift3=-25(load case 5), 2=-142(load case 4) Max Grav3=31(load case 4), 2=177(load case 1), 4=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 24=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 142 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard �j %S t : No. 4 5161 = STATE of (' QNAL A WARMNG - VerM design parameters and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. �— Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be _ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss I designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brblcing of the overall structure Is the responsibility of the building designer. For general guidance we regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specfflcatlon, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onolrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1 3/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. 0 Cr x U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. 0 cr 0 U a 0 PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4001 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, o_® MiTek® PAPE NEL TM CLIP FORM016,019 BANG -NAIL ® HYDRO -AIR ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., . 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, ' erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14277179 DR1749A S ROOF TRUSS 2 1 (optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:54 2002 Page 1 -1-5-0 5-3-5 9-10-13 1-5-0 5-3-5 4-7-8 Scale¢ 1 8.3 3.54 12 3x4 3 2 LJ 2x4 II 7 6 5 3x4 = 20 = 5-3-5 9-10-5 9-1p-1 5-3-5 4-7-0 0-0-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deFl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0,45 Vert(TL) -0.09 6-T >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deFl = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-3-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=309/Mechanical, 2=514/0-11-5, 5=430/Mechanical Max Horz 2=271(load case 2) Max Uplift4=-310(load case 5), 2=-266(load case 2), 5=-169(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-8=24, 2-8=24, 2-3=-1072, 34=64 BOT CHORD 2-7=1003, 6-7=1003,, 5-6=0 WEBS 3-7=166, 3-6=-1071 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 310 lb uplift at joint 4, 266 lb uplift at joint 2 and 169 lb uplift at joint 5. 4) Truss Engineer: Junaidie Budiman, PEtt45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard XD E 13J j J 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 ....... �.� l F Uniform Loads (plf) �� j��� ! •. •e Vert: 1-8=-74.0 yr}, C�` Trapezoidal Loads (plf) r • V Vert: 8=0.0-to-4=-183.1, 2=-1.7-to-5=49.5 } No STATE 4F �! �'N ec a R •r.r.r.rr���' oNa�. ®WARMNO - Vsr{ fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®!g) Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be _ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brl9cing of the overall structure is the responsibility of the building designer. For general guidance regarding labrloation, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onohlo Drive, Madison, WI53719, Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 *For 4 x 2 orientation, locate plates 1 /a" from outside edge of ao truss and vertical web. *This symbol indicates the ®® required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 0 o` 0 0 a 0 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP FORM018,019 LNG rYAUL ® f/YORO,A/R® ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and`wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. m--? © 1993 Mitek Holdings, Inca b 10-0-0 29-8-0 - iIL f. COVERED PERCH I, A7 r - / 9-4-0 BRG, ) A9 All I A 13-----(--- IA 19 -----------------:-------- ` A CD I - ----------------- i I , I� 1 - — -- — --fi- c. G 13-11-0 BRG. IN ENTRY cT 11-0-0 41, 10-4-0 20 0-0 19-8-0 INC-: ALL BEARING WALLS TO BE PLACED I.�;_ PRIOR TO SETTING TRUSSES.. 1 PLY HGR. IrITICE� C�� REVIEW ALL SPAN DIMENSIONS--BRG. WALLS I I Id. b 2 PLY HGR. :ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS — - - — - WALLS SHOWN ARE TO BE BEARING.. - - _l d 3 PLY HGR. I SIGNED APPROVAL: X -------------------� JOB NUMBER: DR1749A DATE: 1-24-01 PITCH: LOAD:SHINGLES CCU SPAN CUSTOMER: D.R. HORTON 5' /H: 12" 407-321-1t BY: T.H JOB NAME: MODEL 1749 "A" ELEV. eRG: BLOCK