Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
372 Conch Key Way 05-1777 CO
PERMIT ADDRESS CONTRACTOP D R Horton ADDRESS _ 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 CBC 055300 PHONE NUMBS PROPERTY OWNER \ 0pic PHONE NUMBER I ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # OS — -') DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE y\p� c7 t7 r� City of Sanford Certificate of Occupancy This is to certify that the building located at 372 Conch Key Way for which permit number 05-1177 has heretofore been issued on June 20, 2005 and has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as Single Family Residence complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Building: R. Addison Engineering: G. Hyatt Public Works: J Crumpton Utilities: R. Blake Fire Department: Zoning: Date 06/15/05 06/ 15/05 06/ 16/05 06/ 16/05 Conditions (if blank, no conditions apply) D R Horton � YY1 06/20/05 Property Owner Building Official Date ., CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION o e� ****New Single Family Residence**** �V DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 06/14/05 05-1777 372 Conch Key Way D R Horton Carrie 407-947-5600 \v � 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. ngineering OPublic Works OUtilities ❑ Fire ❑Zoning ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: ADDRESS: CONTRACTOR: ****New Single Family Residence**** 06/14/05 05-1777 372 Conch Key Way D R Horton PHONE #: Carrie 407-947-5600 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑Engineering ,D]�u`blicWorks ❑Utilities ■ Fire imin CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) --.--.---------------------------------------------------------------------------- a CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION ; o ****New Single Family Residence**** I I 1 z I 1 DATE: 06/14/05 vs 1 � .. '7 PERMIT #: 05-1777 �1 C. LZ ADDRESS: 372 Conch Key Way W o ca CONTRACTOR: D R Horton o PHONE #: Carrie 407-947-5600 S 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 OFire ❑Public Works ❑Zoning zpil�tiliti OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 6/16/05 13:51:41 Location ID . . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5=View detail Opt Description _ CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 278335 29.19.31.501-0000-1110 372 CONCH KEY WAY D R HORTON Free -form information 1"RC METER SET FEE $235.00 PD 3-17-05 REC#7583 F2=Address F3=Exit FS=Special Notes F9=Parcel Notes 012=Cancel F16=Related pty data LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 6/16/05 13:51:32 Location ID . . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5 View detail Opt Description 264935 29.19.31.501-0000-1110 372 CONCH KEY WAY D R HORTON _ PLANNING & ZONING COMMENT _ CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES Free -form information CELERY KEY SUBDIVISION SW DEV FEE $1700.00 WA DEV FEE $650.00 BP05-1782 PD 3-10-05 SEE REC#7583 3/4"WA METER SET FEE $190.00 PD 3-17-05 REC#7583 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel F16=Related pty data FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 200E ELEVATION CERTIFICATE Read the instructions on aaaes 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Canpany 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. I Company NAIC Number 372 CONCH KEY WAY CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 111. CELERY KEY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): ( ##° - Mr - ##.ttW' or ##.####Nt ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD 120294 SEMINOLE FLORIDA 71 B4. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AD, use depth of flooding) 12117CO065 E 4117,95 4/17/95 X N/A 81 D. Indicate the source of the Base Rood Elevation (BFE) data or base flood depth entered in B9. ❑ AS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): 1312. 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 constriction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certiffcate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i 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 NGVD'29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No ❑ a) Top of bottom floor (including basement or enclosure) 15. 6 ft.(m) ❑ b) Top of next higher floor 25.4 ft.(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) WA . j.(m) ❑ d) Attached garage (top of slab) 15. 1 ft.(m) ❑ e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) ❑ f) Lowest adjacent (finished) grade (LAG) 14.8 ft.(m) ❑ g) Highest adjacent (finished) grade (HAG) 15. 8 ft.(m) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 d �m 00 Ea w m dim a E ' m zL a) C M ❑ 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. CERTIFIER'S NAME: JAMES JAY JILES LICENSE NUMBER: 4997 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK FL 32789 SIGNATURE DATE TELEPHONE a�� fi116/05 (407) 426.7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Canpany Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, ardor Bk1g. No.) OR P.O. ROUTE AND BOX NO. Poky Number 372 CONCH KEY WAY CITY STATE ZIP CODE Comparry NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed —see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is - ft.(m) _in.(crn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams R with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ fl.(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.(an) ❑ 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 oonmunity's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certifv 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 (Who a FEMAissued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct tote best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIPCODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordnance to administer the community's floodplain management ordnance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G 1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMAissued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement Ge. Elevation of as -built lowest floor (including basement) of the building is: _ _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooring at the building site is: — _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here d attachments FEMA Form 81-31, January 2003 Replaces all previous editions • ' PLAT OF SURVEY • DESCRIPTION:' ( AS FURNISHED ) LOT 111, CELERY KEY, AS RECORDED IN PLAT BOOK 64, PAGES 85-96 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. NOTE: THE FINISHED FLOOR ELEVATION OF THIS O A=90-00,00" STRUCTURE MEETS OR EXCEEDS THE L=39.27' THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). R=25.00' KEY HAVEN DRIVE CB=S45'04 00" W 50' RIGHT OF WAY C=35.36' PI CENTERLINE OF RIGHT OF WAY SB958'00'E PI GRAPHIC SCALE 0 15 30 o" or'F S89'56'00"E 90.00' WALK IS - > i • •UTILITY •• I O,n - - — < :' W3 10' EASEMENT Z ...1 �I W X. O —_� --------------------------------, ------------- O � 1,1 • 0 WALK IS I 0.4' OFF27.2' 53.0 = 8 V �' I I LJ �:. ,' i 28.8' y'8 8> TWO STORY ° • p F- t.s �•,+1.� �� CONCRETE BLOCK '- r O Z O O •'; , :: b WOOD FRAME c O J I 3.8'$ RESIDENCE O Wit.; 1r+ 1.4 FINISH g c.i .v �: FLOOR O (/) ,.i'�.. 1 . ,• t ELEVATION- 15.63' J CVO :,n _'a: li�,., "o - in Lo cd Z 53.0' '^ o I Flo I UP El NI ^ N8958'00'W 25.00' In ------- ^-------------------------- �^ ------- ---------- ^ ^ 5' DRAINAGE & UTILITY EASEMENT WALK FF I N89'56'00"W I s'n I 115.00' I 8I� I I 1 I i i O LOT 112 o -1 PC FOR THE BENEFIT AND (� EXCLUSIVE USE OF: DHI TITLE OF FLORIDA. INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK JOHN PHAN AND LILLIAN LOAN PHAN FIRST HORIZON HOME LOAN CORPOR 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 06-13-05, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT 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. 120294 0065 E. DATED 4/17/98.AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X AREA OUTSIDE THE 100 YEAR FL000 PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ErLeV�T10NS SHOWN MEREON.ARE BASED ON SEMINOLE COUNTY ION THE SOUTHERLY LINE OF LOT III BEING N89'56'00'W, PER PLAT. (FIELD DATE:) 3-16-05 REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JOB N0. ASM47035 DRAWN BY: FINAL 6-13-05 DLC FORMBOARD 3-25-05 CKB PLOT PLAN 1-25-05 OLC LEGEND — • — . . • — BUILDING SETBACK LINE - - CENTERLINE - - RIGHT OF WAY LINE 1.a4 EXISTING ELEVATION CONCRETE LB LICENSED BUSINESS LS LICENSED SURVEYOR PSM PROFESSIONAL SURVEYOR AND MAPPER PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT CP) PER PLAT M MEASURED FND FOUND C/W CONCRETE WALK S[W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH ELEV ELEVATION PK PARKER KALON R RADIUS POC POINT OF CURVE �AMERICAN SURVEYING & MAPPING SURVEYING & MAPPING CERTIFICATION OF AUTHORIZA71ON NUMBER LBj18393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 QFND NAIL AND DISC LB #5736 (06/13/05) ®FND 1 2 IRON ROD AND CAP LB /6 93 (06/13/05) CNA CORNER NOT ACCESSIBLE A 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 CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE REV REVISED UCCS UNCOVERED CONCRETE SLAB UP UTILITY PAD SURVEY, SUBJECT TO THE SURVEYOR'S NOTE: CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS' SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA FOR THE FIRM JAMES JAY JILES PSM #4997 DATE Limited Power Of Attorney I hearby name and appoint: Craig Coulton, To be my lawful a and Michael Robinson each agents of D.R. Horton Inc. in fact to act for me and at)t)ly to The Department of: The City of Sanford For a residential permit for work to be performed at: Lot # : \ Subdivision: Celery Key Address And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number 6", Signature of Contractor This foregoing instrument was acknowledged before me this day of �0 , 2005' By: Richard B. Ladd ( Contractor) who is personally known to me and did not show identification. State of Florida ;a :'•., MARILYN MALDONADO � ;Notary Public • State of FlalOo County of Orange �M MV��� Doc 142MB Commission # DD 379465 a'9 0.�:;�' • Bonded By l*ftr% l Notary AM, Notary Public Signature o ary e �AP�X Sentricon* Colony Elimination System Pretreatment Plan Agreement Dace of Install: Contract Number ;address 5a 0 e7 . LIE�e ,17tvd • 3�� Cit"•/State/ZIp�l1��., Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS Quarterly Payment Amount M- (First payment due on the Install Anniversary Date) Any payment deemed 30 days past due Nvlll result In the cancellation of this Warranty and Justify removal of the Sentricon System, Name Address City/State/Zip Phone & Email NOTIFICATION STICKER LOCATED: '7-j � \j r DAMAGE REPAIR WARRANTY From the date of Installation of the Sentrlcon* Colony Elimination System, Apex will -arrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed S1,000,000. 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 GOVEWI THE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date ustomer 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 DOwElanco: 1. Install Sentrlcon* stations (the Stations) In the soil around the outside perimeter of the structure(s), 2. monitor those Stations for twelve months from the dato•hereof; 31 during those years, add Recruit* termite balt and remove It from the Stations As appropriate; and Q. during those years, inform the Customer oft a• any new or Increased termlto activity noted at the Stations b. any addition or. removal of Recruit* of Recrtilt* termite bait; and c. any observed 'effect of the Sentrlcon* Colony Elimination System (Sentrlcon) on termite activity, The Company will extend this Service Commitment following the original twelve month obligation, The Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to, the terms and co agreement for �t�' , er quarter (3mo period) Sentrlcon fter the fifth year, and each year thereafter, ( Apex period) Payable ble o �oor revise t eend ofthe previous monitoring period. of this per }•car. y P g quarterly payment amount, nottoexceedl0 /o The Customer warrants full cooperatlon with Apex during the term of this Agreement, and agrees baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil under pier type structure, or as noted In "Special or Additional Comments' The Customer also Agrees o maintain the arca(s) eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or contact, standing water. the area(s) batted, At no time will damage caused to an to notify Apex of and Insect Infestation, be the responsibility of Apex In areas where any of the conditions described otherwise Into, onto, or under Y portlon(s) of the Structure(s), even by an active tivood destroying of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility to this •Paragraph exist, Failure DISCLAIMER: COMPANY DISCLAIMS P nsibility under this paragraph, . INCLUDING STATUTORY W ALL OTHER VS',4RRANTIES MERCHANTABILITY, FITNESS OR AIpARTICSPECIFIC P CALLY DISCLAIIVf �R EXPRESS .OR IMPLIED, FURTHER, COMPANY HAS MADE NOTY URPOSE, OR W ANY IMPLIED WARPAINTES OF SERVICE PROVIDED �TICREATED FACT OR PRO OF WORKMANLIKE SERVICE, Customer expressly waivesHEandtre DaESR Andy MM In FA RELATING TO negligence, torts, personal Injury, death, violation claims an statutes OR AMOUNTED TO AN TIC PRODUCT OR Y sult, arbitrntton or other lega proceeeed►inng against z for compensatory, Incidental, consequential, exem la y atute, rule, or regulation, loss of use, diminution of value, economic event shall Apex be liable for any amount greater that amount paid by the Customer to P ry, punitive, liquidated, treble, or special damages if any kind, and In no Apex for the service to be performed. SENSITIVITY/PHYSICAL FACTORSt Customer understands and agrees that (1)(t 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. scnsitivlcy concerning odors, dust, pollen, respiratory illness, or other condition that may be nctivaled or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specifle reference hereto, the Customer understands that the,general terms and conditions are hereby made part of this contract and apply without exception. i. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS% The Customer understands that. All components of the Sentricon *System (Components) are and will remain to property of DowEtanco. 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. .. On expiration or terminatlon of this Agreement, Apex and DowElanco or Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. if Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon" System a. Apex wills (1)so notify the Customerl (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(notet 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 relatlonshlp.)l (3)If the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet rec.elvedc (a)lf the Customer elects to discontinue the relationship, or if Apex cannot offer an effective different. form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;,(S)retricve, or advlse D6YElaneo,or Its representatives where to retrleve, the Components from the Customer's premises; and b. the Customer wills (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 lnitlal Installation. Prior tol (1)the Structure(s) being structurally modified, altered, or otherwise changed orl (2) to any termitlelde being applied on or close to the location of any Station, ors (3) toll Is removed or added around the foundation, orl (4) any tampering -of balting 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 pan 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 Ir Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex ma; %vithout notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue a the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys ices Incurred b: Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement I held to be Invalid or unenforetablo for any reason, the remaining terms and conditions of this Agreement shall remain in full force an effect. CHANGE IN LAW, In the event of a change In appllcable law as it pertains to the services promised herein, Apex reserved the right. i revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's llablllty under this Agreement will be terminated If Apex is prevented from fulflilir Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuel/or materials, sWkt embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of Cod or circumstances beyond the control of Ape Apex disclalms any liability for special, Incidental, or consequential damages, This Agreement does not cover and Apex will not responsible for; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alteratior (3)termite damage resulting from direct wood to sell contacts (4)furniture and contents; (S)areas of existing damage unless areas have be repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereund Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, e e . 1 proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the oftices of Apex or designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determinatlon of the arbitrators be final and coricluslve, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual ba and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees assoclated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the panties 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 instailatlon,' terminate this Agreement and relieved of any liability hereunder If Apex determines, In Its sole discretion, that It Is unable to prevent or stop further damage to prop, from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writln The Apex Corporate Office. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the Identi Property for any purpose contemplated by this Agreement, Including but not limited to re -inspection, whether the Inspection %vns rcquc by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 one lnitlal 12 (twelve) month period, Customer may transfer or assign this Agreement with a year from Its effective Apex wlthl After (thirty) days of the transfer of the treated Property, transfer fee payable to Ape 'Tradcmirk of DowElr<nco Brevard Area 508 S Plumosa St. Merritt Island, FL 329S2 407.459.2847 800.929.2847 Orlando Area 7006 Stapolnt Ct. #C Winterpark, FL 32792 407.858.OS40 $88.764.2847 Tampa/Sarasota Area 5314 Faulkenburg Rd N Tampa, FL 33SIO 813.221.2847 877.4S9.2847 PLOT PLAN DESCRIPTION: ( AS FURNISHED ) LOT 111, CELERY KEY, AS RECORDED IN PLAT BOOK 64, PAGES 85-96 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. KEY HAVEN DRIVE 50' RIGHT OF WAY 1 PI GRAPHIC SCALE 0 15 30 I y I ��vi �I OOr w 'S LOT III CONTAINS 8778 SQUARE FEET t THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 621 SO. FT. f TOTAL SOD 6050 SO. FT, t CENTERLINE OF RIGHT OF WAY 589'S6'00"_E _ - 280.00' 10' UTILITY EASEMENT ----------------------------- ------------- y --- C rn Wrcv e A WZ � ' Ai O O O U? �t N O Lo O ' O �o Jl N O Z IP NI- _ 25.00' � ol� o Q 81 - In PC BUILDING SETBACKS FRONT: 25' REAR: 25' SIDE: 7.5' CORNER: 25' PREPARED FOR: DR HORTON 1 53.0' N o< I42.3'Ow 62.33' I O W0 0_ r PROPOSED25.5''y °4'` I 9-O r- MODEL 2879-DFLOOR + FINISHED oow ~2.3'i3 , ELEVATION=15.41 I O A/C_._._._._� I IN—._._._r. —.J - S' DRAINAGE & UTILITY EASEMENT is 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SETBACK LINES SHOWN HEREON ARE PER DATA FURNISHED BY CLIENT AND ARE FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO. 120294 0065 E, DATED 4/17/95.AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT III BEING N89'56'00"W, PER PLAT. (FIELD DATE:) SCALE: 1 = 30 FEET APPROVED BY: SJ REVISED: N89'56'00"W 115.00' O f- O J 1 T O LOT 112 O 1 Q A=90-00,00" L=39.27' R=25.00' CB=S45'04�00"W O? C=35.36' t 11:10MIi — - — - — • — BUILDING SETBACK LINE MLW - — - CENTERUNE POO RIGHT OF WAY LINE POL PCC x PROPOSED ELEVATION POC =-> PROPOSED DRAINAGE FLOW OR PD CONCRETE c L LO LICENSED BUSINESS C.B. LS LICENSED SURVEYOR PC PRM PERMANENT REFERENCE MONUMENT PI PCP PERMANENT CONTROL POINT PRC (P) PER PLAT PT (u) MEASURED TYP (CALC) CALCULATED A/C FND FOUND COW C/W CONCRETE WALK RP S/W SIDEWALI( R CP CONCRETE PAD CS PB PLAT BOOK C PGS PAGES R/W NG SO FT. NATURAL GRADE S(K1ARF FFFT ORB PCM AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8g6393 1030 N. ORLANDO AVENUE, SUITE 8 WINTER PARK, FLORIDA 32789 (407) 426-7979 - A PI 0 MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPLNND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTII DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INIERSEC110N DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF IANCENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY OFFICIAL RECORDS BOON 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 VAUD WTHOUT THE 51GNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB N0. ASM47035 DRAWN BY: PLOT PLAN 1-25-05 OLC FOR THE FIRM JAMES JAY JILES PSM #4997 DATE CITY OF SANFORD PERMIT APPLICATION Permit # : t5 — 17 7 7 Job Address: 32 2 Description of Work Historic District: Date: S — S — o,S Value of Work: S 3 6y Permit Type: Building Electrical _LL Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential _V Commercial _ Industrial Construction Type: Parcel #: Owners Name & Address: # of Stories: # of Dwelling Units: Contractor Name & Address: R A N f, IQrIa Ide. FL Phone & Fax: 4D'1 2822-_1144 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Total Square Footage: Flood Zone: (FEMA form required for other than X) (Attach Proof of Ownership & Legal Description) trt•oil1-0rlanulo Sbrsa 1-G. Lee ajueo 1— 0 1 3IR Z 2 Phone: `i a 7 O GSQ — 52.34o 3 2 a Z z State License Number: E Pe),an a!J I N Contact Person: Larry M ceo Phone: 401— ZA 2 —25 91 Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK. PLUMBING. SIGNS, WELLS, POOLS, FURNACES, BOILERS. HEATERS, TANKS, and AIR CONDITIONERS. etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirerents of Florida Lien Law. FS 713 - S -KJ Signature of Owner/Agent Date Signatur Contractor/Age Date C Print Owner/Agent's Name =onr's ' Signature ot'Notary-Start of Florida 4,tito G�E•Kt - Signature of Notary -State o Florida ate 000Mt �7J271' ,t B eon Owner/Agent is _Personally Knowp tdtWe oi� ptotary.•••'••�Contractor/Agent is _ Personally Known to Me or Produced ID f\�da n� _ Produced ID _ taus;'' APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Date: S -55-C-)5 I hereby name and appoint POWER OF ATTORNEY t4rf,L,/ M! Caf, of RANGER AMERICAN two be my lawful attorney in fact to act for me and apply to the J o Building Department for a LOW VOLTAGE permit For work performed at a location described as: Section Township Subdivision: Range 6njto (Address of Property) 1J �1,or 4 o ICI' (Owner of Property) LotBlock and sign my name and do all the things necessary to this appointment. JAMES D. OLIVER Type or Print Name of Certified Contractor Signature ertified- Contractor The foregoing instrument was acknowledge before me this day of_, By e Y r J1\Vr., Whe!!nand known to /or who produced As who did not take oath. Commission # My Commission Expires: State of Florida County of ........... ,nia5WS a oU ?�q,. ru¢�2 Co E�lrg9 1?l27 Bonded otary _r.l:- _....:- _. ?: Building=Lcmcal Mechanical Plumbing Fire Sptinklei/Alarm Pool pie^t:ica'. New Service - d ot:,MAP> Addition/Alteration Change of ScIvIce Temporary Pole 64ccha;?icLi. Residential Non -Residential Replacement New tDuct Layout . Energy Cale Required) Ti I::-,- -^. E.r 1 Iet•r Con?e; e�I M' =inures to of Water cc Sewer Lines tl of Gas Lines Pfunbing/I le):' E:esidenbzl- €+ of \1'racr Closets ?3uinbing F epah- - Residential or Commercial Occupancy Type, Residential Commercial Industrial i o2si Square Foerr.ge. Corctruciion TV pe t" c! Stories: it of Hha,elGng UalZ s: Elooc Zone (FEF;r: form required for outer riran ;: ) �=--- ---•=----- _= "'"Y -- _- ----_- =_--- --__-• - ''-- -• --=tic_.=�. __•r;��-----� Parcel q G%viiera Neme e, Rddress (A:tack Proof ofOwnevship C: Legri De:icriptior.) 11L1jIL cs I f' r; / I 1-1F. r � rl.J� L�L.��1:-dLCCL-k Phone Contractor Name C: Add09., CQ +?�t(� i "'7^^r^r'� C 17rs�- -^case Lic 4 SK11 G5ZELO PiUS• Phone - Fa.. Cortnet Person Bondiag Comonn;•: Address - Mortgage Lender Archilecl/Engineer• Era ire Addren: Application Is hereby made to rb(ain a permit to do the work and Installations as indicated. I cciiif% that no %%oik r-i mstallaiwn has Commenced prior to the issuance ol'a peiinii and that ill wt)il, t •tl' Le performed to meet standards of all laws regulating con>Irta non In [tits lui wdicimn I understand that a sepaiate permit must besecuied lot ELECiRICA_'AORK, PLUMBING. SiGNS. WELLS. POULS, FURNA(* ES, BOILERS. HEArERS,TANI<S. and .AIR CONDITIONERS, etc OWNER'S .AFFIDA , IT' I Cent I) that aft i.1 the foregoing informanun is accurate and that all work , ill he d) t'e n con once tr•nh all applicable laws regulating c,msirucli.-n and zoning WARNING TC', ,WNER YOUR FAILURE TO RECC)RD A NOTICE OF ( C)m CE - T Mo l' RESUL 1 IN YOUR PAYINr TWIC L• FI .Ir IiviPP.UVEMENTS TO YC L•R PROPERTY IF YOU INTEND TO OBTAIN FIr+ANC IN u, (-.INS �/L WITH L OUR LENDER OR AN ATTOPNFY BEF(JRE REr(,PDING Y'-tLIR NOTICE OF(OMMElaCEMENT. / . Nt_-1 ICE !n addition to the requirements of this permit, there ma)' be additional resirlations ,ppl ahle o iht pet• ny that mad be f nd in the public records u; this counq, and there may he addrtwnal rennits required from other' ga)ernmen[ol cooties sac as w ter na men[ Ill CIS, s e agencies, or federal agencies. Acceptance of permit is .eiificati ,n ihat I it ill notif.\ the owner of the property of the teq/reme/s,•1 kyLien 11 AN 2 12005 Stgnatinr. l Owner%aged Date �I • SUIC tit i,inllaCl,4/ALelil r)ate OBERT G. DELLO RU,SSO III nit Iit• nc, r Agenl •; Name Slgn.ilu;'r.,t Nolan -Nair t,I Honda Datr Print (-ontiaunr. -%gvni la �i'f— '1PR 2 12005 o,;:nati,rcM NoturN-eta it I'lo,ida Datr DIANE CAROL TOOKMANIAN : I'M-nci•n,_rni is _Per„snai ; F.n„wn w Me or Contract,,-,t1dX�eQ�MISSION 4l)D 113423L. I. _ Pwriucerl IU I'Irduced II.> i�'•. g: EXPIRES: feUruary E1, 2007 ,R, h oride3iFru Notary Public Undenmteis j: •kPpl It'ATI-)N \PPP(,\ LU B')' 51d,: Inning. Itttt,t,r� FD I Initial & Dater IInitial & Wier ilnnlul 2; Datel IInm3I & Darr) Spperiei i••ncLu�m� 1r..lmh.'._....1.._I........__._.... . . .1. 3-Q ccx-�Ch ��l W THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 5850 T. G. Lee Blvd., Ste.: 600 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 5850 T. G. Lee Blvd., Ste.: 600 Orlando, Florida 32822 MARYANNE MOR5E, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05624 PG 0972 CLERK'S # 2005031198 RECORDED 02/23/2005 12:25:40 PM RECORDING FEES 10.00 RECORDED BY G Harford NOTICE OF COMMENCEMENT (Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot 107,108,109,110, & 1 ],-I Celery Key Plat Book 64, Page(s) 85-96, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 5850 T. G. Lee Blvd., Ste.: 600, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Address: 5850 T. G. Lee Blvd., Ste.: 600, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: 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: Expirati6n date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D. F By: (Corporate STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 1 Le7aw day of , 2005 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inare Corporation, on behalt o the corporation. He/She is personally known to me. Notary Public, State and County Aforesaid l� I 1 , � tary gn r MICHELLE C. BLADEK Notary Public - State of Florida • • ' MyC0mm1SsionE)0esDec 1 2008 Commission # DD 376042- "' Bonded By National Notary Assn. Notary Seal CERTIFIED COPY MARYANNE MORSE CLERK OF CIRCUIT COURT FM ROI.k4a kITY. FLORIDA -� 2 3 2005 .'5-06-203- 7109AM FFFfum .1';Y;•1.•%1: �1 •!!If•{;TI!t"{'t',•rer,.1;/1!'L�iVI'�MVrYtr••;t7Ni::1"'t`��'pll,.�i.�. .• CrTY'Of SAN►ORD )ERhIIT APYLICATION b�_ 77 Dale: PErmlt:: Job Address: p"c(lption v( Work: T f Nutorl( DI+I71ttl _ value of Work: S Unlnx: Yirc Sprinkler/i.lrrm Pool _. 6levtrlul ir.:..Mtchtnlccl Plvmbinp ` ,r p�(rn(I TYrQ►I �y�Jdj�r.�— _ Tcm or9r Polc : y 0 MpS rlddi)ion/I,(It►uion Chtnyd of $mice P r �I�J/(Pyl:•'•((?t'r''�Y'if `� � Nrw ,(Due( l-+IYovl & Enctyy (7llc. Rcgv'ilcd) H+cj{nlotJ: ¢ttldonrl� ,__, )don,ftt+i Intl{I �� Jtplic{tt>snl s of WitcT It $cwcr Lincs r of Gu I,in<s Plumbinp Ntw Comms1rt:l1l: i OI.Plzlu(ci Plumbin;/P(iW R{+ldtptl1l: Y of Wilt[ Closolt � Plumbin(Rtpilr — Rcii4cnli)I or Commcrci)I Ouupulry Typd: RtstdR111tir1 �.'9�tld�il,„_,_� (nduivi{I TOltl SQuin )/OuI71;L: ` 0(.'V' wtlllA Vnln: notid Zoo,. , (FCHA form rtgvirvd for olhtr conitrucilors Trpcl �_.. 1! ol�torl{� ,___� �• 1 ' (Ap+tl,Fro•o(vf Owntrlhlf+ Q LA' II DucrrI Ilon) ►+ru)I� i'' E oiO O Ceeln for N►me G AddrrN: � SnUnIv Llvvnit Hvmhcr: �ul� ., Conlrel /trrtn: Addrnr: _ ..... — Mtrlp)vr Ltnd,r: - A4dntL' Phonr: Arc1111•cVEntlnccr: _-- 1't r: AdJn)1: noA Applic)lionhl-I;bynudeloobuln+pc7nlllvoRnotdwornvctiUndvjAd ldslo(tllsl+W+lrerV1,1n{ton►ltrvcilon nlhirjunsdi(loon.hIvndmonJ Ar�neuv �` itlu ms of 4 Pamir rod th+I tll walk will bo porf perrrtll mv)t be ++ound far ELECTRICAL WORK FLUWRINO, SIONS, W6LL3, p0OLS, FURNACES, 801LERS, HEA rE+cS, TANK3, )nd Alit CONDITIOKRy,.w. A un•rFA'O.A FPIDAVITI 1 t+rtrfy 111+1 +II OPIr14 tort jolr.{ In(vm+don (� aeturtu end dui t1I writ ti.ill bs door in ,omplun rl y: d+ ,II tLT li ll, Y �� t �M x{yT u+d 7pnlnj W kRNM0 TO0W86it.: YOUR iAILURa TO RtCOAD A NOTICI Of COMM6HC2MRN'f )AAY AESUL7 IN YOUR I .Y,T'C• TWICE FOR LWAIDYLVEN7S TO YOVR PROPUTY, V YOU 04TEND TO OSTArN FMANC(80, CONSULT Wm+ YOVA LENDER OR AN ATTORNEY BEFOXV RKC;ORDMO YOVRNOTICVOICOKNENCEMLIJT. NOTICE: In cddldon to 0)t rsavirtminU Of tltl+ pvmit, IhKt Mr ht eddiKon+l ruMalon+ +ppliublt to this properry VUI nvr bt round in the pvblic rc P 7r o Ihil ctwnry, ►nd Ihw nvy be +ddlUtinrl pmT+iu rOavlrod hnm of er {ovpnrr+tTul mneat rveh e+ wur rr�)tt Jllrrict,, r W,r grnctc r, or icoml 'vMC tn. AeXcpunec orptnnll Is verfricviion lhvf I will nolit'y the oWnrr of IN( proporty of Iht rtQvirrmon f Ilorld) in �, UJ1e Sii;n-j eJ(GonrnelodAt•t1i 0)r< SiFnrrurr u(0-ncr/A{col mini Ovncr/A{,nl'+ Hlrne •.• mini CI,cvreclor/A tvnr') Nimr _ .. - c •• " - n)w .Sign)wle o(NOury , nl )'IonU t%°r Sicn)lurc o(Nvl.ry••Sr)+t n(Flrvilll•, ti..,,tr/nyvnl D „••, rrrlunnr;v Kiin+vn Iv Mf yr (:wilnclnr/A;tnl a YCr+r.n),I) Kno` n tv M, •n nP('LICA1'Ir)NAI'I'IIOVG(111Y:Ill119;_ ,-„ Currillyt.:,, • .,,I,titlllrvf;_ (Inilinl L I))IY) (InillYl L n71t� (httu)I i Uirc) (l �li)i i I))u .\p[�I:II t�J11d i11N11: -... .�... �...- .. ...,. _�.............__...... •;;, .• are .: Zettlemoyer Commission 4DD221380 :I_ Expires: Jul 15,2007 NO Bonded Thru • •, BOG �O` • Inc. Atlantic Bonding Co., -03-204 .12:5J1'1•I 1=11UM I I CfTY OF 6ANVdRD F6RMrr APFLIC:ATION -1117 3 Date: cona ew AAca l0W..\ b1ption br work: - 1l� .` 1(aferlt DblHcl: A� (� Zonis o0 `11�L [: Value of Works g�9�JZ� rurrall inset Bulldlne FJectrlcal Mochanleal PlurniAnt—)e__ Fire Stnlnklet/Alatin • Pool Lleelllfill New Sbtvioo -N orAMPS Additimr/Alterrlim Clwrae Of Savlce Temporary Pole _ Mec6an�ttil: Rtslrienti■I Non•Resldeati►1 Keplaoattteilt Now (Ilya L■yuut'dt IInup 0ala Roquire+)) PIu1.1W"d New Cotniherdal: N o(Ftxtww N of Water Ac Bewet Lines / of Ou Liner �humblevnlew (RirWenf(kl: N of WatetQatcb�_ Humbles Repair - Residential or COmmetcJal Otxiip�nG� iyp�: Ratldential _ Cbmmtrclal Industrial Total Square Fool■Ct. e aNrtruelion Type: p at Stories: — — I o(.DvvdUnN Urdu: _— Flood 7atte: (FEMA t►o= rq.IrA for at%@- ilium X) Pastel g: - (Attaclo fro*( of fOwnero\IP 4 Lrgal Description) qpd/tl Mom1 At Addrook- r, Y\ n f N o �n (150 1A A 7 e n e W f, v - �► ow— _ lC+atrativ� Nonii A Addd_etu: o� t cm���{A- nx rl q i Z(� L'1 ,A 9�$_.(!_Ir rA _ v � asL -AjUh —vA- F�1� Ste`ttVlJccolnit Hornbtr: C F �. . O -5 O CS1 PI Moil a b q y 9, �13- b� 1 3 Cent.N ►tutees: Q_� 1S. LL k_Fh•n•t,�_USj�� ��J �. Bending Cempeley Addritill I -- Mentag� Add►a►1• . Arcl+ItetV!<npineer: _ Phan.: _ Addrilr iaR• Applieadon la hereby mado to cbuln a permit to do Ilse vat ■tad tmtaltalleno a1 indle". I etrtify that no wort et intttltatlon Ital commenced polot to the ►nuance or■ permit and 16t ail wool witi be perlbrmed to nwol etaedarda of all liters miltrleting oontusction In thi Jurirdicdoa 1 undenttod tint ■ e�p,raie permit Initial hoe seemed for BLUL-IMICAL WOM FLUM0IND. SIGNS, WULLS. POOLS, ►URNACSS, BOIL 6KS. HEAIERS, TANKS. and AIR CONDITIONFRB, ese. OWNER'S A,'PIDAVIr: 1 certify dut all of the Rrroroing lefbimatlon Is accurate tad that all wo,k 1.1116 done In Compliance Ivilh oil applicable 4wa IeeulatibS corutruelion a •d toning. WARNING TOOWNBR: YOUR ►AIMIRIP TO RECORD A NOTICE OF COMMENCel.tetrr MAY RESULT IN YOUR rA YOJti twlC9 FOR I'-fFROVOM6NIS TO YOUR rRGPBRTY. it YOII INreNO TO OBTAM FMANCINO, CONSUI:r WInI YOIM LBNDeR OR AN AT-t#JkN6Y IIEFORB ROCORDINO YOUIINOrlCE OFCOMMeNCeMENT, NGTICG!In addltba to the rognlrernorntt of tilde permit, there may be additional restrtollont applicable to Ibit ytopalry, dial may be found to tke puMla ncar& of thL county, and ihete may lye additional permits mr(ulmd Born odwr gavefnlrrrntal ewddae luclr u water rransgsmml districts. state agcnekf, of fedcoon agerw4d. Ateoptatiae of permit Is rotifiration T6 1 will aotlfy tho own■t of thheeprope/rttyy of the regrlren,e f FI I. f S 71). t nnore of Owner/Agent Date M60,00(c6rotiractotlAgent Dote Print O-ne /Ascnr•t N me rr/ntivaetot/A�tlnt•a Narnt ~ / �_.. - Signoras of N iarySo to of flocldo Dole f snore of usyS to of Flocsd� Dole ,sae "' arolyn J Merritt My Cam �gsion OD 7q(��, =fpTON-►11Knt"Controcte At rProdtr 411) x01reS . anuary 07 2009 shodatt384915-20071.80nt Atwc. CoAPPLICATION APPRUVBO 8Y: D1dC: Zoning: _ (IaIIIN at 11.1a) (laird L O.n) (tuld.l a 0.1.1 (Ins 101 dr Lima) Sp -alit Coeditibne: $ i 6 4a +y:�� 9 � Y E sq>>E',� `{�"�� �g' } �L+'4c t.'�$�1yi;Ft g, �r+� y� _ .i: %" d� w' is $+/ F i.,' 'TAT 7_. ` a a�i P�w , s' qq M� �g � -I r q 4 FO RID Gx` d!:xs4PA:9 b'i 5 NUMB hi ,G +6 +f j.'���5a) j`.p w..aC....e.�,w«w+..,+w,•.�, . U ft My R J§ ILDSNL*wM.aS. d �7 ,...A.«�.. ,� w.: .....«....«,. � „,.r' r � ..,t �i , iiiB�.G aD � ' C'� ».,....�.w;.i,.,..«.,..,a.,.,. ,,.,...,r. «.;. kygd I.•t _pA,EX �ir»�t yam* d_ �ryC� � q q �, B..kyq;pT p 4'S•'h.� .i i.e'4J'�"'i 10 SUB. w.+ w r r•.+a.+ray^n ' ,.. `j/�,1- ; awsx..'.e ,j%'f:i -. 4'�11j 4y'� wwiMwm �'„ M.E.#{ ,�+�i '�"jYe .vm..w�.te+ VJ A dq £ 4 , Y AFFLI C �" NAH ., . -....,,.o,..;,..�.,n«,,....�w.»,«.i:w-.`�.�.�..,u.«,:�..«,.,..+•.,�,,.+.....+,....wM,.,,.;�...,.~,�...,.E>�,...,...ww,.�+.....wm.�..,:,.«...,«,.w...,.<.a..w'=,,.w.�.x ..W..:wW. +w.,�,�m,«,�w».M.,...w... .,.......� AD DR LAND USE ZA7`t,00RYi ingI `�° �a�`1.�� . *� ��,�� E , �¢y{--ff99ii ppq�y�yr, pp55 yyqq �pppa�+Y aa^w^w,, ff �q}}+� , �qn�. g w1 #v.'.. i e� yy+� y} ♦y.p� p�, y � y, y �w }�.� .} y{ y� �jy p .ram yq •' V BiM , 1v +eJ IW` YJ .b�' . LY J. d ! I� Mr t'T aF 4eF §4l;',�. R i i •✓ a 5 0 Pu1�-'t si M✓ b'- 'wC - 3:. eeJM1,. Y M.+I.F Ad 'Ve �iM , ,�.D trF Yit aY SY ".w x. 4J" ,R.. �'8w' u�..i+ r+� .'.. ,. R ADS, +fi�ee • ,xmr ,` awa,. ( dT� �5n q, }. yq >,♦ y q �.q 4 y 9� "" s;% e+,F d`. SJ S.J - r .4*`, u('" ip d 'Ad , S.}� `f .. `'"I bV S1, Y-# _t+` �' _' Y 9.9 ✓ x'. V' - °_.. p i,/ J' w AeF �.F • ROADS) , , IBR AA0 - . , , r Spp'y��gg��gty :. yya3.A�'i,:t��tS p��� �eyy .., t,.. N S I v N S. t.A . a °fro yy ��wwz s6,, a3. q 1. bt {>r'. S:.r E` i 3'^u i':hM IE Ai� s.3 �' a� NOTE, +� ": i3, S:a ,., : L a� u 7 ',+.;3 7 .k,�t. A Y .0 .fw +.._ d t ,. . ,ar .i,. �t1 '"?, 3:s d� U ti. & i. Sp a R ,e 3'� 1! fi t , �? Vs 4 �'� R,2SU T,E, ,z m' FOUR 1 D T I-f ' �� ., � T PEIARE o A ,� �� �t� . C!F �� R � ���� � �� � D � . D T 10 N A L 5CHO � �' CT 0 � .,. � � � � ?� � ' run, ° Aga ,y "CA�.5 �3� �',�� k' �j�,. ,��y ��gy� �j���� . g���, �s�a, p w i SSA g y y � ga�I�p rN $ } �p �Pg► { ily 6P 8y3 .i. V 1 $, R1P *. $ k)s" ii� ki. "�a. LD L"[�Sr. .ci..�ro'yD 'LF E'' Ly�J� #:� S3,M1�ir�lgwp� $'X f.-, C 5��,7 - 'p 7 LYss �¢¢ iJj� �"a p •'"wi.� gA q �nLs.'-S.Fe gR ^q'�E r� g.i @L$� y�,* gLv$ �Wj r �{i W '+r.r�„r TJPAN d "'. d E =L'iti Q1J a wn ,E�d ,i.:�e W- t; S J.� , i�.� T ,�.d,8�2 wu ,'ri.M id� -: �5'. vmE:�.t is o £l{.q MAYB ������ ,, ,�3� �' ���t,� �� �, � 0 ,',��,�.T. IMPLEM N`i'ATTONOff° , G 1 sr5 d3 i .6. TJ ,3 N o!, - t :`i`}. :3N Aa i?y3�i 4✓,+"' 4. 3 ate. H"Et., " ^� :'f ..D F�' `i.'L cif pa,.. t"'h[ dry k..t'�Fp-yy a''e .-.+$.zs ,p«.> ia��«{Wd� EL YV 7' 'n;}.+PytDs2, sR''`�u`,R �et*'1e VI 4�,e.++y�kPo..yd4i 9..{`ia3'ttw',�f�( '•. iwT+fk,. b+'�ir�4 �4.l, Y�ki''lR $,,. 8 RNIwf tJ J� s'.. Od.' ,4k4:f+ `y"p�"e:i:?�%+ F..B {{ TH-15' a l S . ?( 3 t3 t U II sq{ (. 7 f�yt y" fy��n tg y qTp � 2 'yy'iY 5i .r,C qp ' 'ft r " Ys` i'n', ah ` " i# ,.1"9 "$` 24° • X; 8ai ]F u J A's S.k % d/ b E.`v�i'i �1 Qik ,. (Sy�3�" CITY OF SANFORD PERMIT APPLICATICr�} Permit # :S — ��ate: Job Address: a — Description of Work:. rJ Historic District: Zoning: Value of Work: S 4 CC) t e)gC") Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Poal Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempot'diy Pole �. Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial +' Occupancy Type: Residential _/ Commercial Industrial Total Square Footage: Construction Type: I12�r,k,# of Stories: # of Dwelling Units: _L Flood Zone: (FEMA form required dffor Oother than X) Parcel #:� - 1 I - —y ` ' �L� O (Attach Proof of Ownership & Legal Description) Owners Name & Address: _. LiF13 Ud aE2 Phone: 4Q a �— 6 Contractor Name & Address: TG' Le213tLd State License Number: r Phone &Fax; O^7 (j yQ"]- n ' e Phoned C�- 3() C� Bonding Company: Address: Mortgage Lender: ts/Na Address: _ FP 0 QH 2005 Arch Itect/Engineer: FJH Phone: 4QR Address-Aal Fax• Application is hereby made to obtain a permit to do the work anrmi lla 'o es ' a rtify that no work or installation has commenced prior to the issuance of n permit and that all work will be performed to meets f d 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 acourate 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 requigalents of this pemdt, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be i7i/i, uiredfrom other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is ft 'o willfy the owner of the property of the requirements of Florida Lien Law, FS 713. Signature Iff Owner/Agent Date Signature of Conhactor/Agent Date ar�tJ toy 5. Llar� Print Owner/ gent's N m Print Contractor/Agent's ame k6d& 0_ Z<j oFlorida tSignature ofNo -Statef Dae Signature of Notary tate of Flod a Dar MARILYN MALDNi ADO 0 r Stafg p f C$PU late Q� Cont DD ' Rf�;t. •r SondodOvNabomd JIMS `y 11;.���•P�tdedgNtlonol �1 NotaryAssn. Nokx R 37940 APPLICATION A ya P O D : B g: Zoning: ilines: (1 i[ial a e) (Initial & Date) Initial & Date) ) (initial &Date) Special Conditions: First Quality Plumbing & Irrigation Inc. 746 N. Volusia Ave. Orange City, FI 32763 Phone (386) 775-0909 Fax (386) 775-0918 March 25, 2005 City of Sanford P.O. Box 1788 Sanford, FL 32772 Re: Plumbing Permit Applications Dear Sir or Madam: This letter will serve as Power of Attorney authorizing the following person to sign for me for plumbing permits for the following lots: Joe Kmett, D.R. Horton Homes: 372 Conch Key Way Permit Number 05-1777 D.R. Horton Homes: 368 Conch Key Way Permit Number 05-1781 D.R. Horton Homes: 360 Conch Key Way Permit Number 05-1776 Should you have any questions please feel free to call me at the number above. Sincerely, State of Florida/ County a * h The foregoing instrument was acknowledgedd before me this .2 5 day of LmfL rjl . 2005 by Gary Wayne Evers ,gyp Gary W Evers is personally known to me and who did not take an oath. President License # CF-0050566 �V14 Notary: e'-- Carolyn J Merritt . My Commission DD370586 N0► ^� Expires January 07 2009 �. ENDURR PRODUCTS Fax:3366684478 • � T Oct 22 2003 17:22 P. 02 CERTIFIEDTLSTINGLABOMTORIES Architectural Division • 7252 Narcoossee Rd. • Orlando; FL31822 (407) 384-7744 • Fax (407) 384-7751 Web Site: www.ctlarch.com E-mail: ctlarch.com r Report Number: CTLA-90OW-5-16 Report Date: January 8, 2003 STRUCTURAL PERFORMANCE TEST REPORT Client: ENDURA PRODUCTS. INC. ,,,,,,"Client: P.O.BOX 8909 GRE ENSBORO, NC 27419-0908 Product Type and Series: Endura Ultimate Astragal Six Panel Opaque, Fiberglass Double Door by Nan Ya Plastic/ Plant -Pro Distinction with Aluminum Inswing Threshold (74"x 98") HGD-C40 w/o Reinforcement, HGD-C45 w/ Reinforcement Test Specifications: A 101/1.S.2-97 "Voluntary Specification for Aluminum, V'myl (PVC) and Wood Windows and Glass Doors". Frame Components: The main Same measured 74" wide x 97.625" high overall. Frame, consisted of two (2) pine jambs treasuring 4.562" wide, x 97.625" long. One (1) frame hcadcr 4.562" vide x 72.50" long, coped and butted corner construction, secured with two (2) 4 8 x 1.75" P.H., flat head wood screws. One (1) aluminum (ZA14566) inswing threshold measuring 4.562" wide x 72.50" Iong. Configuration: Six panel opaque, fiberglass double door unit (Inswing), XX Panel: Active and astragal panel enowumd 33.75" wide, x 95.25" high. Door Panel CV"' ction: The panels art; o=Ytructed of nan ya fiberglass (0.075") thick S.M.C. skins. The interior +► cavity of door is filled with PU foam flush type. The top dt bouom rails are constructed y with ffoarn PVC plastic and measured 1.5937" wide x 1.125" high x 35.125" long. The hinge stile is constructed with one (1) piece of foam PVC plastic measuring 1.750" wide x ` 1.200" high x 93.250" long, one (1) piece of wood reinforcement mesasuring 1.4375" wide x 0.65" high x 93" long and ono (1) U shape, rcinforccmcnt st el measuring 1.5937" wide x 0.79" high x .079" thick x 93" long. The lockstilc is constructed with one (1) piece of foam PVC plastic measuring 1.750" wide x 1.200" high x 95.250" long, one (1) piece, of wood reinforcement measuring 1.4375" wide x 0.65" high x 93" long, one (1) piece of wood rcinforccmcrtt measuring 1.5937" wide x 0.19" high x 93" long two (2) pieces of U shape reinforcement steel measuring 1.5937" wide x 0.79" high x .079" thick x (43.3" long top piece), (27.56" long bottom piece) and one (1) wooden lockbox measuring 1.5937" wide x 0.79" high x 20" long. A DBK-R door sweep was attached to the I r bottom rail. The astragal is attached to astragal panel. Glazing: NIA J CG' rye �� f'j (3 t. 3 l z- -- �` .. � .• • - . 1 I. • •Jt"JI••JVYY : V UL. L -I.:: Z Jk-Q. i f • GJ r - VJ • Page 2 of 3 Endtua Products. Inc. Report • CI'LA-90OW-5-16 Weather Stripping: Head: One (1) piece of weatherstrip Endura QEBD 650 Jambs: Two (2) pieces of weatherstrip Eisdum QEBD 650 Astragal: One (1) pieco of weatherstrip Endura QEBD*650- Jambs: Two (2) pieces of Enduza sirnple solution corner pad Bottom rail: Onc (1) pimu of DBK-R door sweep Hardware & Location: One (1) Kwikset Dtadbolt located 54.197" frost top of panel One (1) Kwikset passage lock located 59.687" Sara top of panel One (1) Standard astragal located on astragal panel. One (1) Hunrioaae astragal with reinfrncemcat located on astragal panel. Four (4) 4" butt hinged on door frame located 6.4375", 32.562", 58.681 and 94.912" tttcasuring 6rorn top of door panel. .f ' Sealant: An adhesive sealant was used to sea] unit bW rough opening . Additional Description: Each hinge was attached to flame with four (4) scr>rws, the top hmgo had two (2) # 10 x 2.50" phillips counter suck screw and two (2) 010 x .75" phillips counter sunk screws. The middle and boUmn bingo had coa (1) #10 x 2.50" phMips counter soak screw and tluve (3) # 10 x .75" phillips counter sunk screws. Hinges were attached to door panel with four (4j #10 x .75" phillips counter sunk screws. Installation: Fourteen (14) # 10 x 2.50" phillips counter sunk screws wem used to secure specimen to wooden test buck. Six (6) in the damn head located 6" ftm each jamb then 18" o.c. there after with two (2) at mid span through astragal str&c plato. Fivc (5) in tech jamb located 6" from cash end 22" ox. thercaft with one (1) at mid span. Comment: Nominal 2 mil polyethylene film was used to.w4l against air leakage during strucaual loads. The film was usod in a anamrer that did act influence the test resuhs. Performance Test Raults Par Mph No Title of Test Mohod Measured Allowed 2.1.2 Air Infiltration ASTM E283-91 .01 cfsrJft' .34 cf nlfe. ® 1.57 psf The tested spocimea meets or cxowds the performance levels specified is AAMA/101/I.S.2-97. 2.1.3 Wafer Resistance ASTM ES47.93 5.0 gph/ft' Four (4) five (5) minute cycles No Entry No Entry WTP=6psf D/P 40 2.1.4.2/4.4.2 Uniform Load Structural ASTM E330.90 Permum= Defbrrnation Twenty-nine (29) second load D/P +40 @40 psf Positive .041 " .382" D/P —40 @40 psf Negative .055" 382" Unit tested without reinfi"VernoTt a Unit tested with two (2) screws added to header-----} ENDURA PRODUCTS Fax:3366684478 Oct 22 2003 17:23 P.04 Page 3 of 3 Endura Products, Irm Freeport # CTLA-90OW5-16 Performance Test Results (continued) PREAMeh„119 :[we of rest Method . Mea u Allow_e 2.1.4.2/4.4.2 Uniform Load Structural ASTM E330.90 Penwineat Deformatioa Ten (10) second load @ 0 psf Positive .203" .382" @60 psf Negative .108" .382" Unit tested without rciofont Unit tasted with two (2) ;craws added to header 2.1.4.2/4.4.2 Uniform Load Structural ASTM E330-90 Perrnancot Deformation Ten (10) second load @72 psf Positive .027" .382" @82.5 psfNcgative .007" .382" Unit tested with reutforc==1 Unit tested with two (2) screws added to header Mld-span of lockstilc max aDowable pem sct at load (0.4% of span) = .382" Test Date: May 30, 2002 Tat Completion Date: July 10, 2002 Remarks: DehWed drawings was available for laboratory records and comparison to the test spemmen at the time of this report. A copy of this report along with rt pru=taiive sections of the teat speain= will be retained by CTL for a period of four (4) ycars. The results obtained apply only to the Wwia= teswd. This test report does not constitute certification of this product, but only that the above test results were obtained using the designated test methods and they indicate compliance with the performance requirements (paragraphs as listed) of the above referenced specifications. Ce;hfiod Testing Laboratories assumes filet all mformati m provided by the client is accurate and that the physical and cbcmical propemea of the compooeats are as egad by the manufacturer. Certiflod Testing WzDratories, Inc. .L� Warta Williams , Lab Techmciaa ArcWtoctural Division cc: Eadum Products, Inc. (4) Ramesh Patel, P.E. (1) File (1) L L- Rarne3h Patcl, P.E. 111 Florid; Reg.# 20224 ...... .. . Un • J JVVVVNti I O UU1 LC ZWO 1 r - L4 r. UL C RTIFIED �ESTING ABORATORIES Architectural Division • 7252 Narcoossee Rd. • �� \ Orlando, FL 32822 (407) 384-7744 *.Pax (407) 384-7751 Web Site: www.ctlarch.com E-mail: ctlarch.com Report Number: CTLA-90OW-5-1 Report Date: January 8, 2003 STRUCTURAL PERFORMANCE TEST REPORT Client: ENDURA PRODUCTS, INC. P.OBOX 9908 GREENSBORO, NC 27419-0908 Product Type and Series: Endura Ultimate Astragal Six Panel Opaque, Fiberglass Double Door by Nan Ya Plastic/ Plast-Pro Distinction witb Aluminum Outswing Threshold (74 "x 81 ") HGD-LC35 w/o Reinforcement, HGD-LC50 w/ Reinforcement Tat Specifications: AANWNWWDA IOl/I.S.2-97 "Voluntary Specification for Aluminur, Vinyl (PVC) and Wood Windows and Glass Doors". Frame Components; The main f wac mcwurvd 74" wido x 81.125" high ovemll. Frame consisted of two (2) . pine jambs measuring 4.562" wide 81.125" long. Onc (1) fume header 4.562" wide x 72.50" long, coped and butted corner cvnatructiak secured with two (2) # 8 x 1.75" P.1j., Rat head wood screws. One (1) aluminum (ZFOB4566) cutswing threshold mcasuring 4.562" wide x 72.50" long. Configuration: Six panel cpaquo, Sborglass double door unit (Outswing). XX Panel: Active and astragal panel messnrod 35.75" wide x 79.25" high. Door panel Construction: The panels are constructed of uan ya fiberglass (0.075") thick S.M.C. skins. The interior cavity of door irfillod with PU foam Bush type. The top & bottom rails arc constructed with foam PVC plastic and measured 1.5937" wide x 1.125".high x 35.125" long. 71m hinga stile is emstnicted with one (1) piece of foam PVC plastic mmsuring. 1. 750" wide x ' 1.200" higb x 79.250" loag, cane (1) piocc of wood measuring 1.5937" wide x 0.79" high x 77" long. The lockstile is constructed with one (1) piece of ibam PVC plastic measuring 1.750" wide x 1.200" high x 79.250" long, ono (1) picoc of wood measuring 1.5937" wide x 0.79" high x 77" long, ono (1) wooden lockbox measuring 1.5937" wide x 2.359" high x 20" long. A DBK-R door sweep was attacbod to tbo door bottom rail. The astragal is attached to astragal panel. Glazing: NIA Weatber Stripping: Head : One (1) piece of weatherstrip Endura QEBD 650 Jambs: 7Wo (2) pieces of weatherstrip Endura QEBD 650 Sill: One (1) piece of weatherstrip Endura QEBD 650 Astragal: Onto (1) piece of wcatherstnip Endure QEBD 650 r )ambs: Two (2) pieces of Endura simple solution corner pad f r Bottom rail: Ono (1) piece of DBK-R door sweep i t j Z • Page 2 at 3 Endurs Products. Inc. Report # CTL.A-90OW5-1 Hardware ell; Location: One (1) Kwikset Deadboh located 38.5" from tap of panel One (1) Kw duct passage lock located 44.0" f=n top of panel One (1) Standard asb*W located on -astragal panel. One (1) Hurricane astragal with reir&rocaunt located on astragal panel. Tbrce (3) 4" butt hinges an door flamc located 6.4375", 37.625", and 63.8125" measuring &= top of door paaal. Sealant: An adhesive sealant was used to coal unit into rough opening . Additional Description: Each hinge was stutched to fame with Sour (4) screws, the top hinge had two (2) # 10 x 2.50" phUlips counter soak screw and two (2) # 10 x .75" phillips counter sunk screws. The twiddle and both= hmp had one (1) # 10 x 2.5 0" phillips counter sunk screw and three (3) # 10 x .75" phillips counter sunk screws. Ranges wore attached to door panel with four (4) k 10 x .75" phillips counter sunk screws. Installation: Twelve (12) ll 30 x 2.50" phillips counter sunk screws were used to secure slmimen to wooden test burk. Four (4) in the frame head located 6"fern each jamb then H* o.c. there after. Four (4) in each jamb located 6" font each cnd 22" o.c. thereafter. Comment: Nominal 2 mil polyethylene film was used to seal against air leakage during structural loads. The Sim was used in a manner that did not influence the test results. Performance Test Results ar gnRh Ng Title of Test MOM Measured Mowed 2.11 Air Infiltration ASTM E283-91 .01 ofm/fts .34 c&n!R'. 1.57psf The Ustod specimen meets or exceeds the performance levels specified in AAMAl101/1.5.2-97. 2.1.3 Water Resistance ASTM E547-93 5.0 gph/ft Four (4) five (5) minute cycles No Entry No.Entry - WTP = 7.5 psf D/P 50 2.1.4.2/4.4.2 - Uniform Load Structural ASTM E330.90 Permanent Deformation Twenty-six (26) scoartd load D/P +50 @50 psf Positive 012" .317" D/P -5 0 @50 psf Negative 001 " .317" Unit tested Without reinoxvcalcut kit 2.1.4.2/4.4.2 Uniform load Structural ASTM E330-90. Permanent Deformation Tan (10) second load @75 psf Positive .011" Q56.23 psf Negative .317" 31 r .001" Unit Nested wit unn reinforcement kit ,ti3191 ENDURA PRODUCTS Fax:3366684478 Oct 22 2003 17:26 P.04 • Page 3 of 3 Padurx Products, Inc. Report CrLA-900W5-1 2.1.4.214.4.2 Test Date: Performance Test Results (continued) Unifbrm Load Structural Parnanent. Defarmation @75 paf Positive @75 paf Negative AS rd Z330-90 Ten (10) second load .011" .317" .139" .317" Unit tested with reinforce nvs lit Mid -span of lodwdle max allowable perm. sct at load. (0.4% of span) = .317" May 16, 2002 Teat Completion Date: May 16, 2002 Reistarlos: Detailed drawuW were available for W)orstery records and =uparison to the test apc== at the time of this report. A copy of this report along with represe=tIve cacti w of the teat tpociMCM will be retained by CTL for a period of few (4) your. The revike obtained apply wly to the specimen tested. This test report does not constitute certification of this product. but only that the above test results were obtained using the designated heat methods and they uuhea* eanpliance with the Derforntaees requirements (paragraphs as listed) of the above referenced specifications. Certified Testing IAbvr4orics assumes that all hdormation provided by the client is accurate and that the physical and chemical pmpertim of the cmpone a ate as statod by the n ulbcturer. CertiScd Testing L.abomtorics, Inc. i2ot5 Lab Technician Architacbural Division cc: Endura Products, lao. (4) Ramesh Patel, P.H. (1) File (1) �•L Otis (a3 Ramesh Patel, P.E. Florida Reg.# 20224 i A Architectural Testing Endura Products, Inc. 8817 West Market Street Colfax, North Carolina 27235 January 10, 2003 RE: Summary of Results: 7SWE-ZFOB-XX-06 Testing has been completed on Johnson Steel Wood Edge door, Endura series/modcl JSWE-ZFOB-XX-06. The specific tests and results are: Test Sub ect Results ASTM E 283-99 Air Infiltration N/A ASTM E 547-00 Water Resistance N/A ASTM E 330-97 Uniform Load Deflection Test +/- 48.0 sf ASTM E 330-97 Uniform Load Structural Test �/- 72.0 psf Design Pressure Rating based on E 330 +/- 48.0 psf Desie Pressure Rating (based on E 547 N/A Note: Design pressure rating based on water test can not excecd design pressure rating based on load testis. Testing was conducted at Architectural Testing, Inc. on 9/19/02. Complete test results are documented in ATI Report No. 01-42675.01. Sincerely yours, ARCHITECTURAL TESTING, LV-C. s . Reed, P.E. Director —End neering Services JARJar cc: 01-42675.01 130 Derry Court York, PA 17402.9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.corn ENDURA PRODUCTS Fax:3366684478 v Oct 22 2003 17:31 P.03 ASTM E 330-97 TEST REPORT Rendered to: ENDURA PRODUCTS, INC. SERIES/MODEL: JSWE•ZFOB-XX-06 TYPE: Ultimate Astragal Steel French Outswing Door Title Summary of Results Uniform Load Deflection Test Pressure t48.0 psf Uniform Load Structural Test Pressure ±72.0 psf Dcsi n Pressure Ratin ±48.0 psf Reference should be made to ATT Report No, 01-42675.01 for complete test specimen description and data. . _ _ ...... � � a. vvv i . • v� i yr Architectural Testing ASTM E 330-97 TEST REPORT Rendered to: ENDURA PRODUCTS, INC. 8817 West Market Street Colfax, North Carolina 27235 Report No: 01-42675.01 Test Date: 09/19/02 Report Date: 12/13/02 Expiration Date: 09/16/06 Project Summary: Architectural Testing, Inc, (ATi) was contracted by Endura Products, Inc. to perform tests on a Series/Model JSW B-ZFOB-XX-06, ultimate astragal steel french outswing door. The sarnplo tested successfully met the performance requirements for the test methods below. Test Method: The test specimen was evaluated in accordance with the following: ASTM E 330-97, Standard Test Methods for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. Test Specimen Description: Series/Model: JSWE-ZFOB-XX-06 Type: Ultimate Astragal Steel French Outswing Door Overall Size: 6' 2" wide by 6' 9-7/8" high Panel Size (2): 2' 11-7/8" wide by 67" high Finish: Test unit was white. 130 Derry Court York, PA 17402.9405 Phone: 717.764. 7700 fax: 717.764.4129 www 8rchtest.com 9 • ENDURR PRODUCTS Fax:3366684478 y Oct 22 2003 17:32 P.05 01-42675.01 Pagc 2 of 5 Test Specimen Description: (Continued) Weatherstripping: DescriRtio Quantit Location Kerf mounted "C" shaped 1 Frame perimeter and astragal open cell, vinyl wrapped Simple Solution compression foam seal 2" long by 1-3/4" wide by 2 Bottom of jarnbs and astragal 0.600" high vinyl wrapped • compression foam seal 1-3/4" wide by 7/16" high 2 Bottom of door panels DBC — H double fin single bulb Frame Construction: The head and jambs were constructed of wood. The sill was constructed of aluminum with a PVC composite insert. The corners were coped, butted, and scaled with four 3/8" wide by 3/4" long staples through the jambs into the head and sill. The sill contained a vinyl snap -in place threshold and an interior threshold cover. The PVC composite was secured to the aluminum sill with 3/16" wide by 3/8" long staples. Panel Construction: The l-3/4" thick Johnson Steel Wood Edge door panel was constructod using.two 1/32" steel sheets that were foam -filled. The perimeter was lined with a 1-11/16" wide by 7/8" thick wood block on all sides of the panel. All corners were butted and glued together. The astragal was secured to the second active panel utilizing double - sided adhesive tape and 98 x 2" drywall screws placed 10-1/2" from top and bottom of panel. The strike plate and dead bolt plate were secured through tho astragal with 08 x 2" screws, two per plate. • - - ...n VVVVVV-111 o uct 22 :2003 17:33 P. 06 • 01.42675.01 Page 3 of 5 Test Specimen Description: (Continued) Hardware: Description uantit Location Dead bolt with strike plate 1 40-3/8" from top of panel, strike plate on opposite panel Locking knob with strike plate 1 45-7/8" from top of panel, strike plate on opposite panel Metal slide locks 2 Each end of strike panel Metal hinges 3 11 " from head and sill and one midspan Drainage: Sloped sill. Reinforcement: No reinforcement was utilized. Installation: The door was installed into a 2 x 8 #2 Spruce -pine -Fir wood buck and secured using t#8 x 2/1/2" drywall screws. Four screws were used in each jamb, 5" and 27" from each end and four in the head, 6" and 28-1/2" from jambs. The 2 x 8 buck was set into a 2 x 10 Pinc-Fir plywood test buck and secured using #8 x 3" drywall screws to" from corners and 12" on center. The exterior perimeter was sealed with silicone. Test Results: The results are tabulated as follows: Title of Test - Tcst Method Results Uniform Load Deflection (ASTM E 330-97) (Deflections reported wcrc taken on the meeting astragal) (Loads were, held for 28 seconds) @ 48.0 psf (positive) 0.23" @ 48.0 psf (negative) 0.32" Uniform Load Deflection (ASTM E 330-97) (Deflections reported were taken on the panel) (Loads were hold for 28 seconds) @ 48.0 psf (positive) 0.34" @ 48.0 psf (negative) 0.31" Uniform Load Structural (ASTM E 330-97) (Permanent sets reported were taken on the meeting astragal) Loads were held for 10 seconds) @ 72.0 psf (positive) 0.02" @ 72.0 psf (negative) 0.01" Uniform Load Structural (ASTM E 330-97) (Permanent sets reported were taken on the panel) Loads were held for 10 'seconds) @ 72.0 psf (positive) <0.01" @ 72.0 psf (negative) 0.05" 01-42675.01 Page 4 of 5 Allowed U175 = 0.45" max. LJI75 = 0.45" max. U175 = 0.45" max. U175 = 0.45" max. 0.4%L = 0.32" max. 0.4%L m 0.32" max. 0.4%L = 0.31" max. 0.4%L = 0.31" max. 01-42675.01 Page 5 of 5 Detailed drawings, representative sample3 of the test specimen, and a copy of this report will by retained by ATI for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. This report may not be reproduced except in full without the approval of Architectural Testing. For ARCHITECTURAL TESTING, INC:- Mark A. Hess T.cchnician MAKCIMO 01-42675.01 J96cA A. Yreed, P.E. ector—Engineering Services 3D ZdaZ ENDURA PRODUCTS Fax:3366684478 Oct 22 2003 17:34 P.09 DOCUMENT CONTROL ADDENDUM #10142675.00 Current Issue Date: 12/13/02 Report No.: 01-42675.01 Requested by: Kevin MacDonald, Endure Products, Inc. Purpose: ASTM E 330-97 testing of a Series/Model JSWE-ZFOB-XX-06, ultimate astragal steel french outswing door. Issued Date: 12/13/02 Comments: Florida P.E. Seal required on report. I X Opaque Outswing Unit METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: LJ I OLl I I i O Note: iUnits of other sizes are covered by this report as long as the panel used does not exceed 3'0" x 6'8". Single Door Maximum unit site = 310- x 6'6- Design Pressure +76.0/-76.0 limited w2ler unless speaal threshold design is used. V*wnock.,.,.,, F= fv Test 02ra Review Ceroliale 13026447A and COP71esl Reportvalidation Matrrx 03026441A-002 provides add ".0na1 information • avarhde from the ITSvlH webs4e (www,edsemko.coml, the MasomteweDsttefl=rnasonifre om) Of the Masonite technical center. Large Missile Impact Resistance Hurricane protective system (shutters) is NOT REQUIRED. Actual design pressure and impacl resistant requirements lot a specncc building design and geographic location is determined by ASCE 7•mtional. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0011-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02. APPROVED DOOR STYLES: a )1 `J 00 00 00' ; Flush _00 Arch lop 3•panel -- 3-oanel -- 6-panel ---- z New England 4-panel ----' G D Eyebrow 4•panN 8-panel =4-- ,il:�i ice OD L 9-panel OiG 0 p 1) 0 CIO IS DanN 5-panel S•panel rrilh scroll Eyebrow 5• anN * _ D Eyebrow S-panel mth scroll Johnson- Entry'Systems _ June 17. 2002 �vsnri/1 cl... n0 Nagram er noocr �no:oreme"r Woos soec:xar.oro aes�gn uio o.oaon Alas umxrrocmnge ,nrour.urcz Masoni to International Corporation Opaque Outswing Unit METAL -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-2184-1. 2, 3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab filled*with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum bumper threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA201, PA202 b PA203 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida. Professional Engineer Kurt Balthazor. P.E. - License Number 56533 VAwnock Hrrwy rlfl Test Data Review Certificate 03026447A and COPflest Report Validation Matrix #3026447A•002 provides additional information - available from the ITSNH svebsde (www ellsemko.com(, the Masomle websrte (wwwmawnite.com) or the Masonite technical center. Johnson" EntrySystems June 17. 2002 o....,, o,... W e o.emup Wagr m or poser .mrevonenr Tares seveuearons uKn xv oiccuo M a s o n i t e international Corporation 0-0-1 smear to crop" .."rout norce Opaque Inswing Unit METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: ! I Test Data Review nl and CoplTes R Dort Validation Matrix 3026447A-002 provides additional information - milable from the I7S/WH websrte lwwwetlsemkor:om), the O Masomle website Ivnrw,masonite.com) O Or the Masonite technical tenter. Note: Units of other sizes are covered by this report as long as the panel used does not exceed 3.0" x 6'8". Single Door WiFtmum unit size = 3W a 6-8- Design Pressure +76.0/-76.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is NOT REQUIRED. Actual design pressure and impact resrslant requirements for a specific building design and geographic location is determined by ASCE 7-rational. state or local building codes sDetrty the edition required MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0001-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0001.02. APPROVED DOOR STYLES: MCI .i00 r.f. 00 a® Do_ Flush Arch TocJ-panel r 3-panel D — 6•panel --- New England 4-panel Eyebrow 4-panel 8-panel oil OD 00 El El El 9•Danel 15-panel 5-panel 5-panel with suoll EyeDrowS•parfel Eyebrow S•Wnelwith 5uoll Will Johnsonf- Entry5ystems t.er.r.•.f,''om June 17. 2002 PRBKr, t<<�l�.t•a •7uf cwmuuy Poor am of Po='Wrowwn" rreen swct"I.ore eespn a,a poaua Masonite International Corporation wan $MW to wn;e • 4uf roau X. Opaque Inswing Unit METAL -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-2183-1, 2, 3 Certifying Engineer and License Number: Barry D. Portney, P,E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Evaluation report NCTL-210-2794-1 Door panels constructed from 26•gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021 "steel. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA201, PA202 3 PA203 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 tlY•ntorJit N�wy rI Tat Data RewewCerhficote 03026447A and COP/feslReponValidation Matrix 13026447A•002 provides additional information • available from the ITSAVH websue (vnw,etlsemko corn), the Masontle website (wvnv tttasoniworm) or the Masonde technical center. Johnson" Entry5ystems June 17. 2002 Slr cvomvnq tvagam of WOCIW imWorintnt rmtrs soecdeuiom otKn ma oromat Masontte International Corporation snn weiect to oonge mina notice X. ' Glazed Outswing Unit WOOD -EDGE STEEL DOORS 10111—mc r H•••. �v Test Data Review Certificate 03026447A and COP/Test Report Validation Matrix x3026447A-001 Provides additional Information - available from the ITS WH svebsite (vnvw.etlsemko.com), the Masonite website (wwwmasonite.com) or the Masomle technical center. Note: Units of other sizes are covered by this report as long as the panel used does not exceed 37 x 6'8". Single Door Maximum until sue . 310- x 613- Design Pressure +40.5/-40.5 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-tntronal, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0011-02 and MAD- W L-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed —.see MID-WL-MA0001-02. APPROVED DOOR STYLES: 114 GLASS: 00 00 00 �0 _00 - oa L1"� 00 00 100 Series W. 135 Series 136 Series 680 sent 822 Series 1/2 GLASS: OD _00 00 00 00 00 00'. 105 Series' f06. 160 Series' 129 Series' 200 series' 12 R(L. 23 RrL. 24 R!L Series' 107 Series' _ _ 168 series 304 Series This glass kit may also be used in the lollosnng door styles' 5-panel: 5-panel rich scroll: E7ebrosu 5-panel. Eyebrow 5-panel with scroll. Johnson- EntrySystems — June 17.2002 Our conlCMrrf4 1"Fam of WOOKI mryroremem - a,es soe0'[anons eesign anooroel i Rid Tumct to Vine wiImuI ncau REApp��III i ,"Vro/%-.Gi.. . Oes .0.• IJ (� Masonite International Corporation X. Glazed Outswing Unit COP-WL-JH4161-02 WOOD -EDGE STEEL DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 450 Series 109 Series 114. 120. 122 15I Series 149 Series 3W Series Series CERTIFIED TEST REPORTS: NCTL 210-1897-7. 8, 9. 10, 11. 12; NCTL 210-1864-5, 6, 7, 8; NCTL 210-2178-1, 2, 3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA202. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from wood'. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid Plastic lip lite surround. Frame constructed of wood with an extruded aluminum bumper threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STA1E 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 VAN rI *.7e Test Dab Review Certificate 03026447A and COP/resi Report validation Maltlx ?3026447A-001 provides additional information - milabfe from the ITSrWH wetrsde (www.ellsemko.com), the Masomte vvelisrte (wwwmasonrte tom) or the Masonite technical center. Johnson'" }L� Et>,t.ysyste.,s r naevain�% Gon • June 17, 2002 0..,,„ o.... ai ',ON nq vn0'.cl noon "e oanew rtGkes fDeGlcama cesgn am poeocr Masonite International Corporation 6`:a II Cl t1�Kr It Crtitiry •racpyt Rl:ce XX r r I . Glazed Outswing Unit METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: G' � � •i `':'SAY tr l v Test Data Review Certificate 13026447A and COP/Test Report Validation Matrix #3026447A-002 provides additional information - available from the ITS WH websde (www.ellsemlo com), the hhsomte websits (wwvmasonile.com) or the Masomte technical center. Note: -Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Nlaximum unit size = 60- a 6T Design Pressure +50.5/-50.5 Limted 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•natlonal, slate or local building codes specify the edition requited. 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 Ilan 00 IN all. 00 MIMI 00 100 Seines 133. 135 Series 136 Series i;✓;D Series 822 Series 1/2 GLASS: . It �0 DQ 0 00 00 00 Da. 105 Series' _o_ 106. 160 Series' 129 Series' 200 Series' 12 R7L. 23 Rrl, 24 RL 107 Seines' Series' _ 108 Serves 304 Series [his glass Fit may also be used in the lollowing door styles- 5-panel, S panel with scroll Eyebrow 5•Danel: Eyebrow 5-oanel with scroll Johnson - r:...,..r Entry5ystems PREEN �"r:�I k� • June 17. 2002 0— , D. Ow:amin Masonite International Corporation wig pro0>.m or ywici .rrorovm+em rre�n scenlKmom aesy: anC p•Oeu0 P Jnd wDIK; 10 Cram`# tor. f rObee XX Glazed Outswing Unit METAL -EDGE STEEL DOORS APPROVED DOOR STYLES: 3/4 GLASS: 00 00 ©o 404 Series 410 Series 450 Series FULL GLASS: 109 Series 114. 120. 122 152 Series 149 Series 30D Series Series CERTIFIED TEST REPORTS: NCTL 210-1897-1, 2. 3. 4, 5, 6; NCTL 210-1864-1, 2, 3, 4: NCTL 210-2184-1, 2. 3 • Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA202. • Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041' steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab filled with rigid polyurethane foam core. Stab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum bumper threshold.. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1 �f / &EX 5 State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Test Data Review Certificate JP3026447A and COP/Test Report Validation Matrix 03026447A002 provides addi6onat information • available Irom the ITSIWH wehsile (wwsv.ellsehnkocom), the Masonilevicbslte (wwwmasonite.com) or the Masoni le technical Centel. Johnson- EntrySystems _ `• "T r eVJ►Y.n.Jn !%IL. GIw � June 17.2002 0,..,, o.... ow cm ,mnq oaoaam or mooKh imojovelnem rt IW3 sp.ors71som ClKn aru o:o0ua M a s O n r t e international Corporation -Wall r o;Ki :o Care m:roul nonce Ax - Glazed Inswing Unit COP-WL-JH4142-02 APPROVED ARRANGEMENT: WOOD -EDGE STEEL 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". r v Test Data Review Certificate 13026447A and COP7Test Report validation f4atrul i3026447A•001 provides additional information • available from the ITSWH websde Iwwlv.ellsemko.com). the Masonite website (wwwmasonite.com) or the Masonite technical center. Double Door &Uximum toil sue . 67 x 68" Design Pressure +40.5/-40.5 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7•nanonal• 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: AMA 00 00 A 00 Do 00 00 Q_ 00 00 100 Series IM. 135 Series 136 Series 680 Series 822 Series 1/2 GLASS: ANK-- in Zu -- — -- M. 00 _00 00 01 00 00 105 Series' 106. 160 Series' l2g Series _0_0_ 200 Series' 11 R/L. 23 R,1. 1e R7L 107 Series' Series' _ 108 Series 3D4 Series This glass kit may also be used in the follomng door selies 5-panel. 5-panel wilh scroll; Eyebrow S-oanel• Eyebrow 5-panel valh scroll Johnson-�'n—•I Etntry5ystetms_- une 17.2002 0.. •r, o.... )ifcomningimpamornoact.-ora, ntrmassnarcvboroas.gnaroorowu Masonite International Corporation .�raa SU6K1 I. K.1Q1 .AnpUI npn(a XX Glaaed.lnswing Unit WOOD -EDGE STEEL DOORS APPROVED DOOR STYLES: 3/4 GLASS: S�, i---- i� • ly 0❑ �� 00 404 Series 410Senes 450 Series FULL GLASS: I.F. 109 Series 114.120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: NCTL 210-1897-7, 8, 9, 10.11. 12: NCTL 210-1861-4, 5. 6, 10. 11. 12: NCTL 210-2185-1. 2, 3 Certifying Engineer and License Number: Barry D. Portney, P.E.! 16258. Unit Tested in Accordance with Miami -Dade BCCO PA202. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both .stiles constructed from wood. Top end rails constructed of 0.041 " steel. Bottom end rails constructed of 0.02i" steel. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida. Professional Engineer Kurt Balthazor, P.E. —License Number 56533 trr..rbdr ►i...,. �7. Test Data Review Certificate 13026447A and COP/Test Report Validation Matnx /3026447A-001 provides additional information - available from the ITSWH - websile (w%vw.eitsemkocom), the Atasonite website (wwwmasonib.eom) or the Masonite technical center. Johnson" fir..,�.,..,.. EtrrtrySystettrns-- PREM_.^rT June 17. 2002 o .,,„ o..,. Ou Wt.glmp p,ogan or p102Kr-010e tM�.n SKCtlCabtra 3&KIo p,Wjo Masonite international Corporation oeat worea:o ceanpr waeou noun. . X Glazed Inswing Unit COP-WL-JH3141-02 71 METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: II I I O O Note: Units of other sizes are covered by this report as long as the panel used does not exceed 3'0" x 6'8". Single Door Maximum unit size = 37 s 68' Design Pressure +50.5/-50.5 Limited water unless speaal threshold design 4 used Large Missile Impact Resistance H *—=7m Test Data Review Certifimte 03026447A and CoPfrest Repo" Validation Matrix I3026447A-002 provides additional mformab • avulade hom the ITSrWH u�ebsite (www.ellsemko.comt, time Absonita websile (aww/masonrte.wm) or the Masomte tedrrical center. uiiJcane 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 spenty the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL MA0001-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02. APPROVED DOOR STYLES: 114 GLASS: 00 00 00 ��p 00 100 Series 133. 135 Series _ 0 0 0 0 t36 Series ISM Series 112 GLASS: a22Series 00 00 00 ❑ 105 Sexes106. 160 Sena' 129 Series. 00 00 00, 200 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' Series' 108Seties �4Seria This glass kit may also be used in the Idlowng door styles: S•panel: 5-panel svi,h scroll: Eyebrow 5•p2nel, Eyebrow 5-panel vnlh scroll Johnson- rysystems . June 17.2002 — �e✓Ov".r�i .;n 0✓r lip, fion'lrCOtW//qOIOQiTOmp00e( MDDt"� oa�a swutatoe aspn e mad suW1 to crotpe rrtrut ancd aroD00ud Msonite International Corpo_a X Glazed Inswing Unit COP-WL-JH3141-02 METAL -EDGE STEEL DOORS. APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: t04 Serer 4 tO Series s5D Series 109 Series 114. 120.122 152 Serer 149 Series Series 30D Series CERTIFIED TEST REPORTS: NCTL 210-1897-1, 2. 3, 4. 5, 6; NCTL 210-1861-1. 2, 3, 7, 8. 9: NCTL 210-2183.1, 2 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA202. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the "1-nock"""tr requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). • Test Data Review Cenifiule 13026447A and 6447ACOPfresl Report validation Matrix g026417A-002 provides additional information available from The ITSNYN web&ile (wvw.e1Isemko com), the Atasonite website ("W masomte.com) or the Masfonite technical center. State of Florida, Professional Engineer KurtBallhazor. P.E. — License Number 56533 �ohnson- hrsystems June 17. 2001 Jur cauvtm�p MOW -of nroaucr.morof nmt "otat f r''""•'" o••r^. or-.. • 4lad Wplec? In COnpa ��fhrl nppp oao Karon aesp"uw rrocx, Masonite International Corporal XX Opaque Outswing Unit .COP-WL-JH3122-0271 METAL -EDGE STEEL DOORS APPROVED ARRANGEMENt: 1 Na.n.ode M lu my ®0�V6_1n7 Test Data Reeser Cenilpte 03026447A land C:01"Test Report Validation Matrix l l3026447A? provides additional I information available from the ITSrWH O website (aAw.reteRsw,Ccrrl he.Masonite webs corn) coml O or the Wsonite technical center. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Mhrrmam umt sue . 67 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 NOT REQUIRED. Actual design preswre and impad resislanfrequirements for a specific building design and geographic location is determined by ASCE 7-national, Still or local building codes speafy the edition required MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed -see MAD-WL-MA0012-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed— see MID-WL-MA0002-02. APPROVED DOOR STYLES: 00 I�'t' a� 00 00 Flush Arch Top3-panel3-panel 6-panel New England4.panel Eyebrow 4-panel 8-D anef c.r3- �! L �IGC -, eec El El o ®� 0® 9-panel 15•panel 5-pand s-panel, with scroll Eye --- brow 5-panel --el Eyebrow 5-panel with scroll johnson" EntrySystems June 17. 2W2 lul corumuuy pOPam.I MOOU[I ".^.Or Ovem!M ry.p SDK I,X,om CeWR arm OrOmrCr -Arta woia: ro c nrtct vaneu noun Masonite International Corporation xx I Opaque Outswing Unit . METAL -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-1905-1. 2, 3. 4. 5. 6: NCTL 210-1864.1, 2.3. 4; NCTL 210-2184-1. 2. 3 Certifying Engineer and license Number: Barry D. Portney. P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum bumper threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA201, PA202 d PA203 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 vwn,oek H...q rI t= f•. Test Dah Review Certificate 13026447A and COP/Test Report Validation Matrix 03026e47A•002 provtdesaddttional information • available from the ITSiWH websile (wwwellsemko.com), the Masonite website (www.misonite.com) or the Masonile technical center. Johnson- EntrySystems .m ^�Cc& June 17. 2002 o...., D. Ow commury pope" ct ormrct Inpnovemem nntaa soeatcatans Cewn sa mocuo M a s O n t t e International Corporation aeon wotect 10 cmrr. theoa notice XX Opaque Inswing Unit APPROVED ARRANGEMENT: METAL -EDGE STEEL DOORS Ink.00d. w.,.p Test Dad Renew Cemlipte J31Y16Ad7A and Co PIT., Report Validatron Matrix 13026447A•002 proMes additional information • avariable Irom the ITSWH websrle Iwnvw.etlsemko.com). the Masonite website (awwr.masonite com) or the Masomle technical center. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0' x 6'8". Double Door Maximum unit size . 67 s 61- Design Pressure +55.0/-55.0 limited water unless special threshold design is used. Large Missile Impact Resistance. Hurricane protective system (shutters) is NOT REQUIRED. Actual design pressure and impact resistant requirements for a spear: building design and geographic location is determined by ASCE ]-national. slate or local bmldmg codes speWy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 00 . 00 77 r. Flush Arch iop 3•panel 3-panel 6•panel New England a -panel Eyebrmv 4-panel 8-panel 2=1 - E_ El 9 Wnd 15 Wrtel S-panel 5-panel with scroll Eyebrow 5-pand Eyebrow 5-panel with stroll Johnson° _. Er trySystems June 17.2002 0W CW1'YnOVC9Am or moQ[r.merovurwa mkes,D ricn•om nesgn io 7rooucr JOrt KIWEI :00ant Ttnwr mrKe Masonite International Corporation X4 , . , , Opaque Inswing Unit METAL -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-1905-1. 2. 3. 4, 5, 6: NCTL 210-1861.1. 2, 3. 7. 8. 9: NCTL 210-2183-1. 2, 3 Certifying Engineer and License Number: Barry D. Portney, P.E. 116258. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041 " steel. Bottom end rails constructed of 0.021" steel. Interior. cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. -PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA201, PA202 & PA203 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 tAA mock �w Test Data Review Certlrrcate 13026447A and COP/Test Report Validation Matrix 03026447A•002 provides additlonal information - available Irom the ITSrWH wehsile (www.ellsertdco.com), the Masomte websde (www.masonrb.com) or the Ma50111le technical center Johnsom EnttrySystems June 17. 2002 la„ Cororlwrq vmrn W are(NC" MIDecaK]rWrm wKn am aoow Masonite International Corporation J!laa =W::0 CMNe ."noul im" x Opaque Inswing Unit COP-WL-MA01 01 -02 APPROVED ARRANGEMENT. © it i� 10 I Single Door fvhaimum unit site = 3'0- x 618- FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panel used does not exceed 3'0" x 6'8". Design Pressure +76.0/-76.0 limited water unless special threshold design is used. Large Missile Impact Resistance tn.e.o�. H«••r Test Doh Review Certificate 03026447A: 030264478: 03D26447C and COPITest Report Validation blatrot i3026447A. 001. 002. OD3: e3026447B.001, 002. 003: d302rA47C-001. 002.003 provides additional information available from from the IT&WH websrte (www.ellsemkoeom). Ore f4asonnte website(--masomtecom) or the Masonde ieehrrialcenter. - Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant rerluirements fora soeaiiic building design and geographic location is determmed by ASCE 7-national. state or local building codes specity, the edition reauired. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed - see MAD-WL-MA0001-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02: APPROVED DOOR STYLES: 00 ao. .Do 00, 00 DAD Flush 6-panel New England 4-panel Eyebrow 4-1)2nel 9-panel Eyebrows-panelwtth scroll n OakWaff A� EK" i FrDEROLAS3 ENTRY DOORS b'e�.w.�.�..xw a 70—r�p a......,, „ -T �// /Y if 'n �n i •f • r�,e r% 71i7 ��> :OnhllVn(: ^OP artl or 01001:C1 JOCrOver+tP N.tl aDK,r,CaI,0.9 �lLfi', a"a 0�]0L[t v!aa f..e,xr r0 V=gd'.r0h JW ,0Kt et t t Opaque Inswing Unit FIBERGLASS DOORS CERTIFIED TEST REPORTS: NCTL 210-1973-1, 2, 3 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 .Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32' wood. Bottom end rails constructed of 31/32' wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 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 Oak�x-aff FlelRGlA33 ENTRY DOORS Z4 :: 7007 JI:f:OnI�nUM D'CnIaT OI Ol04YD1 .mpCveneAl l.V.22 SDKI!IUI.OS LK.f,n in0 Dr0c-, Celli SUJI!C i0 L`a'�S an.CL: `Dice 11111rreoek lim-wr Vttl �s Test Data Review Cerlikate 03D26447A, 130264478• /3D26447C and COP/rest ReportValilabon Mahn 03026447A. 001. 002. 0D3:03026447 B-0Ot. 002. 003: l301264 4 7C -M l . OD2. 003 provides additional information. Mbbte IF= sle ITSMH websile (www.01sem ko a om ), 0e Masonite website (www.masonite eom) or the Masonite technical center. PRE�ir^.7..... I W t. a-... I r e. • +. O... . O • LLLJJJ Masonite International Corporation w X 'Unit r b TYP 6' TYP. 6'8' UNIT 8V UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" tong screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" lest Data Review Certificate 03026447A: 13026447B:13026447C and COP/Tesl Report Validation Manx e3026447A-001• 002, OD3: 130264478-001, 002. OW:13026447C-001. 002. 003 provides additional information • available Irom the ITS/wH website (wwwedsemko.com), the Masonite �• webslte (wwwmasonite.com) or the Masonlfe technical center. MID-WL-MA0001-02 SINGLE DOOR Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156 2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146, 3166, 3241•, 3246, 3261' or 3266 Compliance requires that 8" GRADE 1 (ANSI/BHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 'Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4' and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-114" embedment. 3. Wood bucks by others. must be anchored property to transfer loads to the structure. June 17.2002 O., D. u��� 'may/ /�� • , O,a 10M11 ,0 wag'.. 01 woaxl m0,o-1 -I mA,?s sLK"Koam Masonite International Corporitiori` O!_,Qn am wixiva 09a,1 subntc1 !0:11a"a v.11-. W 0"Ke . 'k.,'.. ,'. •`�([c . V :�:., .. X•X Opaque Inswing Unit . COP-WL-MA0102-02 APPROVED ARRANGEMENT: FIBERGLASS -DOORS, VVMTWCk IINW,, rI iF70 Test Di la Review Certificate 13026447A; 130264478;13026447C and COPfrest Report Validation Mabbr 03026447A• 001,002.003:030264478-M,002. 003: 13026447C-001, 002, 003 provides additional information - available from the ITSWH website (wwwetlsemko.com), the Masonite webslte (www.masonite.com) or the Note: Masomle technical center. Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit sue = 67 x 6'8' Design Pressure +55.0/-55.0 Whited 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. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: O O i '0 D 00! 00. 00' Ffiah 6-panel New England 4-panel Eyebrow 4•panel 9-panel Eyebrow 5-panel with scroll OakQraff W.r �•.1 .,.r rJ AR K" E.rlar•v•j riem ile ERGLASS ENTRY DOORS rb.:m�a,e•r +!"✓l Do-. — Jane :7 2002 %r cwi,u-mg Dlopam cl croo,cl :ToloMmau as Re %D001CrIOn S aeng" aria DrDa'JCI M a s o n i t e international Corporation x!J:: su;ecl :D cm^,e :•nlmut cclrce XX O• i1 1 ' Opaque Inswing Unit FIBERGLASS DOORS CERTIFIED TEST REPORTS: CTLA-772W-2 Certifying Engineer and License Number: Ramesh Patel. REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed'of 1-5/8" laminated- lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akaff AR K'� FI aatu'SS ENTRY DOOMS 10n-4nve0 r0craun Eury Doon ;sne •7 i707 carc ., was-mogaR;r croarr-norovenem-nres wechcauom 7espr.&W 0rmci ,Y.laO i,.D1:5110:n41ge •::;.JL; rOUce Teti Data Review Certificate 13026447A: 130264478: /3026447C and COPfrest Report Validation Matrix 13026447A• 001. 002. 003: 13026447"1. 002. 003. 13026447C -001.002.003 provides addilloral intormation available tiom the ITSANH website (vrvrvr etisemko.com), the Masomle vrebsile (vnwi.masonite com) or the Masonile technical center. E.r �r,r• r ,.•T O^ � Masonite International Corporation is' MID-WL-MA0002-02 DOUBLE DOOR 6- 3' c TYP TYP CL TYP TYP • UNIT 8'0• UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. CountMinimum Fastener • 6 per vertical framing member • 8 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening ('1) • Width of door unit plus 1/2• • Height of door unit plus 1/4" IF I ♦ I I I I I Test Oata Review Cerplitate 13026447A. 130264478: /3026447C and COP/tesl Re Validation Manx 13026447A-001, 002. 003: 130264478-001. 002. 003: 03026447C-001. 002, 003 provides �4fadditional inform ation - ava!table Irom the ITSAVH website (wwwellsemko.com), the Masonrte weebsits (wwwmasonite.com) or the Masonne technical center Latching. Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147, 3167, 3242% 3247. 3262• or 3267 Compliance requires that 8" GRADE 1 (ANSI/BHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 'Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include N8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF d PA 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. June 1; 2002 PRFAI��r''��0�"'" � :w:o"r-9a0e1ano1a0-0,mm0vrnenrm,esM. Masonite Inte-rnational Corporation .rswn arc Woo= ee!ae suoiec! !o C.Yngt -:boa nice OXo Opaque Inswing Unit 111111101111111 COP-WL-MA0104-02 j FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 68". Single Door with 2 Sidelites Wximum unit size = 5'4' x 6'6- w Test Data Review Certificate 13026447A; 130264478;13026447C and COP/Test Report Validation Matrix /3026447A- 001, 002. 003, OM264479-001, 002. 003.03026447C-M.002.003 provides additional information - available hom the ITS1WH website (wwwallsemko.com), the Masonde webslte (www.masonitB.com) or the Masomte lachnial center. 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 lot a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specity, the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: BOB I 00 • , Flush 6-panel New England 4-panel Eyebrow 4-panel 9-pand Eyebrow 5-panel with scroll Oakgraff AMjNEK- FISEROLASS BWTRY DOORS w Tevu"e,mntu•emy0oon PRFAI—_ Co(lxGa,. • --- oiti Out cannwng popam at or Disci uno,ovemenh maxis soeorcatiora, ers,gn arm orod"I M a s o n i t e International Corporation M13e SuDICCh to Change %houl nobw OXO Opaque Inswing Unit FIBERGLASS DOORS APPROVED SIDELITE' STYLES: 0i 0 p !® 129 Series 200 Series 12R, 12L, 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-772W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab and sidelite panel glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LA TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE Oakf I LIJE : ,1 "ISRROLASS 6HTRY DOORS To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 AR)=qEKr w".rmu,. E+upu Enrr, Oxon 1"rre II. 2002 3W Cord I nUN Oropam or WOO1A-WOVemeM ma.eS sDiGrCCOre design and oroam 3eraII IDDIK:;O=nge'NnoUl UK* Vdav ock Ilow I" \t�I Test Data Review Certificate 13026447A: 13O26447B:03026447C and COP/fest Repon Validation Maim 13026447A. 001.002.003:030164478-M.002. 003:13026447C-001, 002.003 Provides addltiorral information - available from the IISNYH website (www.etlsemkocorn). the Masonite website (www.masonite.com) or the Masonite technical center. . /W�Y/VrP{4C�r{m r. O D.. � . .m,.� , r Masonite International Corporation OXO .. rtllr 1 -;' unit - — "' SI NGLE' DOOR WITH 2 SI DELITES TYP. TYP. CL TYP. TYP. 1 1 1 1 4 1 1 1 4 1 T T T I T T I T I T T W--Ck Test 0 Review Certifiate /3026447A: 030264478:13026447C and COP/Tesi Report Validation Matrix t 26447A-00t, 002. 003:13026447B-001. 002. 003: /3026447C•001. 002. 003 orovrdes additional information • available from the ITS/WH websue (www.edsemko.com). the Masonde m website (www.masonite.com) or the Masonrte technical center. 6' TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2.1/2" tong screws per location. Rough Opening • 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" El Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3244% 3249, 3264• or 3269 Compliance requires that 8" GRADE 1 (ANSI/BHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 'Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and 110 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. I 0 LT t.c•r,r.ra cram %�J�ir��iU.cAb.. • June 17. 2002 Ow comet onp a opam of orodw vnprovem•ni rmaa smorcauora. M a s o n r t e international Corporation oesgn ma oroaact anal suonct to Vunpe mrhoLd r W", '''' '' XO.or OX Opraque Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8'. Test Data ReviewCernfiate /3026447A: /30264478;13026447C and COP/rest Repon VafidabonTX 13026447A- 0 0t , 002. lx)3; /71260478 001, 002. 003:13026447 C 001. OD2. 003 provides additional udonnation available hom the ITSWH wehsile (smrw,ettsemko.com), the Matomte website (wwwmasorxte.com) or dte Masonib technld center. Single Door with 1 Sidelite Maximum unit site . 47 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 Wssurt and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-nationaI. state or local butding codes speciy the edibon required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed —see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been -followed - see MID-WL-MA0003-02. APPROVED DOOR STYLES: .00 00 00 00, 00 �0D a©; Flush 6-panel New England 4-panel Eyebrow 4 -panel 9-panel Eyebrow 513anel Bath scroll O ak,raft AR Kr` ►IReROLwax EOOR ENTRY D! `<^Tu�i.—r—I�7() . .tare :,. 2od2 our cori,w"o rrr Dograon x M444 sowrLahom, GOSrpn am MCI= ]erad Suo:w :O mar'd :yOnJ W 'O:rp. �. Oa Masonrte international Corporation XO. or OX I Opaque Inswing Unit FIBERGLASS DOORS APPROVED SIDELITE STYLES: 23R.2JL. 450 Senes 152 Senes 149 Series 109 Series 120. 122 Series 300 Series 12i_i�fies 206 S;ries 12R. 12L' 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-772*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab and sidelite panel glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida. Professional Engineer Kurt Balthazor. P.E. - License Number 56533 O akwaff AR�K joi FIB EROLAS3 ENTRY I20013 — b"invn r....-1."0— rs+e rr 2W2 'TJ :OnIRNrq poprm Or [a]OU�i :me�Ovin:Oe r-�.eylY4Ca1N6 CfSQn an0 f1:0a1Y1 Y.:a:l WOW to Cti..ye .m1:YJ1 rcr:ct YMarnoek peee>^r VI/ t=7. Test Data Review Certificate 03026447A: 030264478:03026447C and COP/Tesl Report Validation Matrix 03026e47A- 001, 002. 003: 13026447HOI. 002. OD3:03026447C•001.002.003 provides additional information rvailable from the ITSMH webstte (www.ellsemko cam). the Masonite websrte (www masonife cam) or the Masonae technical center. Masoni,te International Corporation XD or OX. -Unit SINGLE DOOR WITH 1 SID.ELITE 3. 6' 6. CL TYP. TYP TYP. TYP. 1 4 1/ 1 4 1 6' TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" t1lArTest Data Review Certificate /3026447A.130264478: 13026447C and COP/Test Report Validation Matrix *3026447A-001. 002. 003; 030264478-001. 002. 003: 03026447C-001. 002. 003 provides additional information . available from the ITSAVH website (www edsemko.com). the Masontte webstte (www.masmite.com) or 0te Masonite technical center. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3243% 3248, 3263• or 3268 Compliance requires that 8" GRADE 1 (ANSI/BHMA AT 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 'Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4' and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 June 17. 2002 Oui Conunwnn orogam of Dtodic'-O'"tMrd trykp SpK11C2t10r* Masonite International Corporation devP am btooutr dgal subsea to ata"pe wtnout notice • "r , . VARLICK / HALL ENGINEERING, INC. CONSULTING ENGINEERS 3612 WEST AZEELE STREET - TMPA, FLORID 33609 - (813)873-0024 - FAX (813)87;-93116 July 26, 2002 Deb Matthew World Wide Door Components, Inc 5017 N. Coolidge Ave Tampa, FL 33614 Reference: Door Threshold Certification -,I C't - Die No. GAS-40338 Job No. 202-152 Dear Ms. Matthew: As "Specialty Engineer" for the door threshold listed above, this is to certify that the threshold design conforms with the requirements of 2002 Florida Building Code Section 1606. The design calculations have been prepared in accordance with "Specification for Aluminum Structures" published by The Aluminum Association. Wind pressures are based',on ASCE7 - 98, for a 165 mph wind velocity, and an importance factor of 1.0. Design pressures are -99.0 for end zones. Attached is copy of the calculations. If you should have any additional questions regarding this residence, please do not hesitate to contact our office. Sincerely, WARLICK/H, (�'. 4t LIP R. Douglas Hall / License 53759 Attachment: Sti WARLICKJHALL ENGINEERING, INC. CONSULTING ENGINEERS 3612 West Azecic Strcct Tampa, Florida 336C9 (513) 3 � 3,0024 WIUT(-4~ 4. S45 14EicVT4.4=.S1ip Job: z �O M b r �r'Q.9T7V1 � Lal1C.��rii[�n+� By?jDjj_Date:i c. o+ Sbt.No. i of Job Nolte?_—ISZ Revision 'pf3.t S!p-vQt:: `'1 t lie /4.r ? ca.3 ,tom �.,11 �, rh ' (;, "f. i� + :.-+ �. • `�'�'T• • C. c- i,r..xx'�; S j P = , - 1 �7 Sc) `b - 13k..7 t r -=- "i Z.8 - ? 5' < 17 Sc) Pam'- _ . a k l , 71� Sfr-- N -T"j 2 tS 43.9 "7b Cxs r� c � � -,�r �/ 4 - 4 U o4C6+-L nw..w.oas.a.. curtaws, 1uiJRL OWI DE KZ*In10f - !,OCR 1,.37 .094 .160 •'6 25( 360 r 035 OS t)75 . 16 J . 2b1 •O�a l Ott op x Oi f0. -t 031 R .022 R nC71)AL 512E 545 two .500 ' arrr 3 ' .312 {. 093 R 050 .250 6tmiguK 4suXIATIQ9 1144MRD lmguw7 APKT &PA$b fK IFICO 01frf1vlst wsrcclr ice. vu. fpuecn-4ti4�s- va•cctrxn ffrnfm-r!t};swn--iMrrn I. N GAL E X 6nfWN+ka[.-f1itG1�• 1.M1.349 h4 Im R VM fe[tl h o "Or-4 12►wrl c= 1" OM. 2 1.10. 14.50h 7.JU P-41 008,40338 ^ u � f me. _ LI GOK T-008 fa • 7 fa #a _ f■ UTE _ _yp w►no 61 •-• 1 00 1.3" UP a WA c C.M. 4- 6N.1r we+ 6A69_75 n�111 rrvfslbv I m < Id! LP rao�wrrwa�•t _ _ - aeroee WRLDVILE HARWAVE l • as�a. t1�tEi:�iD rascrt� ._,__.. li�..� ' _..�. .Soa I 2mm R ru4 a — 7 lli -- . Cti'O NI X YO �I � I `— rrsr r: �cm► rc :�. i Ma ry NO ---. 779 I �A1FS i�Bl• G�1-10.� -+ ^ i MRl tNl.7i i'!IS'i'-I MCP->L � � r� ..., _. �- � :—` sac^► � csYn �7nC�I6 �6_. .1rJq _ _ _a„"�'- - - • - - 0 tar w Cm ' _ 1a317 Qr S�.__ _ _ . � .�. �. — - _._... � __..�. �i°r's 1',a O ww waw 67 • �� .�.—..�.. w!� ,. rr.+�w t i I e Y + IP WARLICK ENGINEERING, INC. 145- 3612 W. AZEELE ST. TAMPA, FL 33609 (813)873-0024 Copyright 2000 by Tondelli Engineering,. P.A. Tampa, Florida WSTOMER : World Wide Door Components 70B NUMBER 202-152 DATE : 1/29/02 DESCRIPTION Threshold +++ DESIGN WIND LOADS - ASCE 7-98 +** *** COMPONENTS AND CLADDING *** BIND VELOCITY = 165 MPH 71XPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 GOOF SLOPE = 5.00 : 12 TRIBUTARY AREA = 12.0 FT2 AEF1N ROOF HEIGHT = 20.0 FT DISTANCE, Z = 7.0 FT (22.62 DEG) Kh = 0.902 Kz = 0.649 WIND LOADS I WALL AREA 9 5 1 GCP (+1 0.986 _ 0.986 GCp !-I -1.086 -1.372 PRESSURE (psf) 73.3 73.3 SUCTION (psf) -79.6 -97.6 s i f ja 4 5 (a4 b f 0 qh = 62.9 PS F qz = 59.2 PSF G P -= qh ( (GCp) - (GCpi) ) Cpi = t 0.18 BUILDING WIDTH - 100.0 FT CORNER DISTANCE, a = 8.0 FT WARLICK ENGINEERING, INC. Consulting Fnginars 3612 W. Amda St. .Tampa. Florida 33609 (813) 873-=4 Job: World Wide Doer %OR=Pnt a Th► cchn4 L%,ip By:Z ,Data & j?Ajn2 Sht.No. S ots Job No.29�:&,_ICZ CONNECTION OF MULLION INTO CONCRETE 2 - 5/8" X 23 /4 " HILTI KWIK BOLTS PULLOUT = 2 X 1870 X 2.33 = 4,9751 SHEAR = 2 X 2800 X 1.33 a 7,4480 3 - 5/8" X 23 /4 " HILTI KWIK BOLTS PULL-OUT = 3 X 1870 X 1.33 = 6,845P SHEAR = 3 X 2800 X 1.33 = 10,248t 2 - 1/4" 7APCON FASTENERS (MINIMUM 2 INCH EMBEDMENT) PULLOUT = 2 X .90 X 1.33 2400 SHEAR = 2 X .385 X 1.33 = .10249 3 - 1/4" TAPCON FASTENERS (MINIMU.M 2 INCH EMBEDMENT) PULLOU7 = 3 X 90 . X 1.33 = 360(1 SHEAR = 3 X 385. X 1.33 = 1536A 2 - *12 x 1" RAWLPLUG PULLOUT = 2 X 2000 X .25 X 1.33 = 1,3300 SHEAR = 2 X 2100 X .25 X 1.33 = 1,396t, 3 - #12 X 1" RAWLPLUG PULLOUT = 3 X 2000 X .25 X'1.33 = 1,9951 .SHEAR = 3 X.2100 X .25 X 1.33 = 2,095# �_ � __... .. ... ••--••-=-T-!--a--•-- -� � � -�--� � -• - 1-- � --•- -. --. .. WARLICK / HALL ENGINEERING, INC. CONSOLTING ENGINEERS 3612 NEST AZEELE STREET • TAMPA, FLORIDA 33609 • 1613)873-0024 • FAX 1813)874-9378 August 21, 2002 Deb Matthew World Wide Door Components, Inc 5017 N. Coolidge Ave Tampa, FL 33614 Reference: Door Threshold # 2920 Certification 't 6-tca�4 1 !?GTCrl1-D . Die No. GAS-42761 Job No. 202-152 Dear Ms. Matthew: As "Specialty Engineer" for the door threshold listed above, this is to certify that the threshold design conforms with the requirements of 2002 Florida Building Code Section 1606. The design calculations have been prepared in accordance with "Specification for Aluminum Structures" published by The Aluminum Association. Wind pressures are based on ASCE7 - 98, for a 165 mph wind velocity, and an importance factor of 1.0. Design pressures are -98.0 for end zones. Attached is copy of the calculations. If you shokdd have any additional questions regarding this residence, please do not hesitate to contact our office. Sincerely, WARLICKIHALL ENGINEERING, INC. R. Douglas Hall, P.E. License 53759 Attachment: Structural Calculations 4 WARLICK/HALL ENGINEERING, INC. CONSULTING ENGINEERS 3612 West Azeele Street Tampa, Florida 33609 (813) 873.0024 wxw" La _.S Po t_O A, e i ZO Job:: �1...) G2l_.10 W 14 c 000f, By: Role Dare. CO—sht.No.__L_or 4q" Job Not 5 2 Rovision Wtrr'H_Z^ E I G wr t/Z// WtwD P2•tSsulot 'PSF SoL p o w uo d 3L.oc�c I +� c C,LLGc� MEMOI&)OIZ ::-;Tfxv—s- IAJ wc)o jj v S Yo Fb - 1750 PSI 4s ��4 tiz� s l 13 3� •"� P �� < F 6 < U. x Z ` 4EMt3�>D -Tj48.tr 5 H-Olt-D, t-4.Q V-kYZ9- 'i� Ot N 12 ` 4 , C, --- . ... —.. -- •--%lv:rcoaaVj]NL Itrl l (11' __ .._—_�_ _�� „- '�lt-► - rt['� . T.. _ — ._ tt:urlMlaryr:-rrrsf� D 1 �? a -�••• t•1 1 Pi . V e xp �— RO ?0 nc.-Pi prsp 7IZ0 1� •�rS iR 1rP :4 w 1 .9-,j —... 4n e.6e5 000 k 1.251) ,�- - R0.078 IN04::"t .D 0:0 ')P x io- < t> • ctr. •�+,!•��� ./ �°lr lu1 r�S YYIrIr ICC 1`.il(PJI S,r UNV'CClr It 0• %.4A 1.ICTJgESS "b%.'7 ' •Cuo IN%=CIrItD r'ACIUS :01'r 1 r yr .47?':nn I oo e• .. ,CRi n_ J � tsr.lt•r+.~ f,.51�+ 1KL �:.1 .ava, :d�%61 UiF rcR. --_-In cart 1-U05 ui 41 11? ___ t•:rr i�11R I 1nt (t..F-x ... r � o q , t,.t=, lu ...N IC+ titli.? Ti_, _ trit• _. +av••rlrr� .....I^ •- WARLICK ENGINEERING, INC. 3612 W. AZEELE ST. TAMPA, FL 33609 (813)873-0024 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida 3/ 4- CUSTOMER World Wide Door Components JOS NUMBER 202-152 DATE : 7/29/02 DESCRIPTION : Threshold * * DESIGN WIND -LOADS - ASCE 7-98 *** COMPONENTS AND CLADDING *** WIND VELOCITY = 165 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 5.00 : 12 TRIBUTARY AREA = 12.0 FT2 MEAK ROOF HEIGHT = 20.0 FT DISTANCE, Z = 7.0 FT (22.62 DEG) Kh = 0.902 Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp M 0.986 0.986 GCp (-) -1.086 -1.372 PRESSURE (psf) 73.3 73.3 SUCTION (psf) -79.6 -97.6 a 4 5 a 4 b qh = 62.9 PSF qz R 59.2 PSF P G B R/ARLICK ENGINEERING, INC. Consulting Engineers 3612 W. Ame1n St. _Tampa, Florida 336M (813) 973-0024 M.- World Elide Door Comno=ts '^reahald �QI$� , Job No.' Ravis cq Qi . CONFECTION OF MULLION INTO CONCRETE 2 - 5/8" X 23/4" MILTI KWIK BOLTS PULLOUT = 2 X 1870 X 1.33 = 4,9750 SHEAR = 2 X 2800 X 1.33 = 7,4481 3 - 5/8" X 23 /4 " HILTI KWIK BOLTS PULL-OUT = 3 X 1870 X 1.33 = 6,845# SHEAR = 3 X 2800 X 1.33 = 10,248t 2 — 1/4" 7APCON FASTENERS (MINIMUM 2 INCH EMBEDMENT) PULLOUT = 2 X .90 X 1.33 = •.2400 SHEAR = 2 X .385 X 1.33 = 10249 3 - 1/4" TAPCON FASTENERS (MINIMUM 2 INCH EMBEDMENT) PULLOUT = 3 X 90 , X 1.33 = -. 360D SHEAR = 3 X 385 . X 1 .33 = .1.536# 2 - #12 x 1" RAWLPLUG PULLOUT = 2 X 2000 X .25 X 1.33 = 1,3301 SHEAR = 2 X 2100 X .25 X 1.33 = 1,396# 3 - 812 X 1" RAWLPLUG PULLOUT = 3 X 2000 X .25 V 1.33 = 1,995# SHEAR = 3 X 2100 X .25 X 1.33 = 2,0958 �-- MIAW ADE 1►t1AMI-DADS CO. METRO-DADE FLAGLEt% 13UILDING CODE COMPLIANCE OF MMO-DADC Ft.AGI.r•.tt nUIL 140 w1:S"r VLAG LC- It Sri RX r, sUrll MIAMI. FI.OlUDA 33130 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 VAX (3os)375 Pren3cior Entry Systems c oNrIL�CCott I.ICF.NSINc; S C 911 E. Jeferson, P.O. Box 76 (303)373.232) 1--,%X(303)37. Pittsburgh ,KS 66762 coariL rottXANFO CI--a%Ir,rr1)n•. (303) 373-21)" FAX (3AS) 37. PRODUCT CONT)tot. DIV. Your application for Notice of Acceptance (NOA) of (101)373-2902 FAX 003)37' C, Wergy 6-8 S-W/E 1)IsNvi)Ig Glazed Double %v/sidelites Residential Steil Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials rind Type Construction, and completely described herein, has been recommended for acceptance by the Miami-I);County Building Code Compliance Office (BCCO) underthe cotlditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure product or material at any time from a jobsite or manufacturer's plant for quality control testing. if product or material fails to perform in t11e approved manner. BCCO may revoke' modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if determined by BCCO that this product or material fails to meet the requirements of the South Fla Buildin; Cede. The expense of such testing will b.- incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 c— EXPIRES: 04/02/2000 haul tcoangucz Chief Product Control Division THIS IS THE COVERSMEET SEE ADDITIONAL PAGES F012 SPECIFIC AND GENERAL CONDITIONS BUILDIN''C CODER PRODUCT REVIEW C01NI&IITTEE This application for Product Approval has been reviewed by the BCCO and approved by. the Build Code and Product Review Committee to be used in vliami-Dade County. Florida under the conditions forth above. ,VPROVE D: OGl05/200 i Francisco J. Quint. -ma, R"A.' Director Mian)i-Dade County Building Code' Compliamce Ofti( Premd6r Entry Systems ACCEPTANCE No.: OI-0314.2: APPROVED . JUN 0 5 200 EXPIRES A126102, 200f NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 20( approves a residential insulatcd door, as described in Section 2 of this Notice of Accep designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami - County, for.the locations where the pressure requirements, as determined by SFBC Chaptcr not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-NViE Insiving Glazed Double 'Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folic documents: Drawing No 31-I028-EW7I, Sheets I through 6 of 6, titled "Premdor (Entcrgy B Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prepare manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing (lie Miami -Dade Co Product Control approval stamp with the Notice of Acceptance number and approval date b Miami -Dade County Product Control Division. These documents shall hereinafter be referred the approved drawings. 3. LIMITATIONS 3A This approval applies to singic unit applications of pair of doors and single door only, as shown approved drawings. ling door units shall include all components described in the active Ieafc this approval. 3.2 Unit shall be installed only at locations protected by a canopy or ovcrhang such that (lie ang!e between the edge of canopy or ovcrhang to sill is'less than 45 degrees. Unless unit is installed.i non -habitable areas where [lie unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wii the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurri PI-o:cction systern. S. LABELING 5.1 Each unit shall bear n permanent label with (lie manufacturer's name or loco, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIREtNIENTS 6.1 Application for building permit shill be accompinicd by copies of llic following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies ol'the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly niarked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Official or the South Florida Building Co (SFBC) in order to properly evaluate (lie install ion of this systcni. Manu I Pcrcz, P.E. Product Co ro Cxa� Premdor Entry Systems ACCEPTANCE No.: 01-03I4.25 APPROVED EXPIRES JUN 0 5 2001 April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi. and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of . product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acccplar 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 be cause for terminntion of this Acccptancc, unless prior written approval has been requested (through the filing of a revision application with appropriate fce)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 Acccptancc as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. 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 inspcciion nt tlic job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for ternunation and remova! Acccptancc. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF TH IS ACCEl" 'A YCE Manu Pcrcz, P.C.; Product Con tr :scam i'�nfinl Glazed Units COP-WL-MAOIDO.02 j F113 ERGLASS DOORS 6'8" Height — Inswing 1111111111F.M1,515-ijituiII1111111111 X Singles (width) 2'0' m3sonite International COP-WL-MA0141-02 r., r t , 02-0419.08 52.0 (Application Filed) NO 2.6- 2'8" 2'10" 3'0" 3T Not Listed Not Listed — — XO, OX. OXO t i r 2'8' + 110" COP-WL-MA0143-02 02-0419.08 (Application Filed) 52.0 NO 2'8" + 1'2- 2'10' + 1'0' 2'10" + 1'2" 3'0- + 1 V 3'0" + 1 2- 1'0' + 2'8' + 1'0' COP-WL-MA0144-02 02 0419.08 (Application Filed) 52.0 NO I I l'0- + 2' 10" + 1'0- 1'2- + 2'8" + 1'2" ( 1'D" + 2'8" + 1'0' 1'G' - 3'0" + 1'0" ' " ' IT 210+ 12' 17" + 3'0" + 1'2' 2'6' + 2$' + 2'6' 2'8' + 2'8' + 2'8' 2'10- + 2' 10' + 2'10' 3'0' + 3'0' + TV • XX, OXXO � t 2'8' + 2'8' COP-WL-MA0142-02 02-0419.08 (Application Filed) 52.0 t NO t 2'8" + 2'8 2'1C- + 2'10- 3'0" . 3.0- 2'6" + 2'8' + 2'6" + 2'6' COP-WL-MA0145-02 02-0419.08 (Application Flied) 52.0 NO 2'8- , 2'8' + 2'8- + 2'8" 2'10" + 210- + 2'10- + 2'1U' 3'0" + 3'0- + 3'0- + 3'0- NO(CS: 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 ne Masonite International websile (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (w'+w+.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic location is determined by ASCE 7 (Minimum design loads for buildings and oilier structL-res). National, sate or local bui'ding codes specify the edition required. Masonite Warna:ional structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, -.._C? 3 PA2C-. Oak aff _ -a..,.,....,. Masonite International Corporation AR k EK'- Am$» ,r 9m., wnao-zal.�ao.cmcn u.nrur+.e)l n%Ori!"3nopwAt caw Sw'ku :. lh^' COP-WL-MA0100.02 FIBERGLASS DOORS Glazed Units 6'8" Height — Outs -wing 1 X ! 77 r 1 2'J COP-WL-MA0161-02 02-0418.03 (Application Fled) 55.0 NO 2 6 2'8" 2'10" 3r. 3'6' r [ 2'8' + 1'0' Not Listed COP-WL-MA0163.02 Not ListedArran 02-0418.03 (AppFication Filed) 55.0 NO 2'8' . 1'2' 2.10- + 1'0" 2'10' + 1'2' 3'G' - 1'0' 3'0' 4 1'2' X0. OX. OXO 1'0' + 2'8' + 1'0' COP-WL-MA0164.02 02-0418.03 (Application Fled) 55.0 NO I t 1 � 1'G' + 2'10" + 1'0- 1'2' + 2'8' + 1'2' 1'0' + 2'8" + 1'0" 17 + 3'0' + t'0' 1 2 + 2'10' + 1'2_ 1'2' ; 3'0' + IT 2'0 , 2'6' ; 2.6' 2'8" + 2'8' + 2'8- 3'0' + 3'0' + 3'0- XX. MCI 2'8' + 2'8- COP-WL•MA0162-02 02-0418.03 (Application Filed) 55.0 NO 2'8' 4 2'8' 2'10' + 2'10' 37 + 37 2'6' + 2'8" + 2'6" + 2'6" COP•WL•MA0165-02 02-0418.03 (Application Filed) 55.0 ! NO I 2'8' + 2'8' + 2'8' + 2'8' 2'1G" + 210' + 2'10" + 2'10" 3'0- ; 3'0- 4 3'0" + 3'0' _ OICS: I. Cccr a:!tngeinents using fewer panels than wits! is shOr:I ;it the 2bove chart also comply under the product approvals shown. 2. Assembly details are available from the Masoni,,e ln!a!nolionaf website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonile International website (%vww.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic Ioution is determined by ASCE 7 (Minimum design loads for buildings and other structures). National• state or local building codes specify the edition required. 5. Masonile lnlernalional structural, cyclic. air. water. forced entry/or impacl testing Is done In accordance with Miami -Dade BCCO protocol PA201• PA202 & PA203. C� -�tfit ARTFEK . �...,n.. .. a.,, •v"00t•20 .N - • f••I-••..Ir l•• p/�C.' // JJ Iyri:. 70U7 moo.. ro. Om c:^ua• y a•aQrifl of car ors9 ars.on ma ono.c[ M a t O n i t e I n t e r n a t i o n a t e o r o r i arl,n „•:,Y� b c4npt .�unwn ra�[r. p a[ o r. COP-WL-MAOIDO.02 F'1 BERG LASS DOORS Glazed Units 8'0" Height — Inswing r• X t ! r• OM r X3. OX, r.x0 1les ,lh) 2'0" 1--lasonile International,.r• COP-WL-MA0146-02 , 02-0423.01 (Application Fled) r• 1 40.0 r. •1 NO 2 6" 2'e" 2.10. 3'0' 3'6' 1 1 ill 2'8" + 1'0" Not listed 1 1 COP-WL-MA0148-02 Not listed .11 ,.r• , 02-0423.01 (Application Filed) �• 40.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2 3'0" + 1'0" I3'G' + 11 '2" 17+2'8"+IV COP-WL-MA0149-02 02-0423.01 (Apptcation filed) 40.0 NO I I I L T • 2'10' l'0" -� 12' + 2'8' + 1'2' 1'0" + 2'8" + 1'0" 1'0' + 3'0" + 17 IT + 2'10' + 1'2- 17 + 37 + 1'2" 2'6" + 2'6" + 2'6- 2'e" + 2'8" + 2'8' 2'10" + 2'10' + 2'10" a C" + '3'0" + 3'0' " XX, OXXO 2'8" , 2'3" COP-WL-MA0147-02 02 0423.01 (Application Fled) 40.0 NO I 2'6" + 2'8- 2'10' + 2'10" _ 3'0' + TO" 2'6" + 2'8' + 2'6' + 2'6- COP-WL-MA0150-02 02-0423.01 (Application Filed) 40.0 NO 2'8- + 2'8" + 2'8" + 2'8" 210" + 210" + 2'10" + 2'10" 3'0-+TO' + TO" +To' NOICS: !. Door arrangemanls us;r;g IeWCf panels thar. what is slro,rr in the above chart also comply under the product approvals shown. 2. AssemW detai!s are available from. the h4asorite International website (www.masonile.com) or from the technical center. !r:54 :'a:ion ins!rt ,:tio ;s aft available from the il,zson;;e Intl na!icnat websile (www.masonile.com) or from the technical center. ez3:Tn przssure requi; ement for a specific cuilding design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or 19cal builatrg codes specify the edition required. 5. Masonife International structural, cyclic, air. wrier, forced entry/or Impact testing is done In accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. Oak aff ,. • AR�EK'" Y ....... ; t ,:rrr ip°1 r.0 ca.l �.K Tc; 'rI d m+L..tt a.yo.enrm •nllr. +x •,�:•. •x>, enq... 7,1>;-:t -o.. rr. Masonife International Corporation Glazed Units COP-WL-MAD100.02 FIBERGLASS DOORS 8'0" Height — Outswing EEffjw-hhr1h) masonite internationalr.r 2r0- 2'6 02-0423.03 X 2'8' COP-WL-MA0166-02 (Application Fled) 2'10' TV 3'6' Not Listed Not Listed DpRaling Impact Rated 47.0 NO — — r• X0. OX. OXO r r 2'8" + 1'0' r r COP-WL-MA0168-02 r.r• � 02-0423.03 (Application Filed) r• r 47.0 r. •r NO 2'8- + 17 2'10' + 1'0' 2.10 + 17 3'0' + 17 37 + 1'2' 1'0' + 2'8' + 1'0' 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' + 1'2' 1'2' + 3'0- + 1'2- 2'6" + 2'6' + 2'6" 2'8' + 2'8- + 2'8' 2'10' + 2'10' + 2'10' 37 + 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' + 2V + 2'8- 210- + 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 compy under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masoniie.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National. state or local building codes specify the edition required. S. Masonite International structural. cyclic. air. water. forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 d PA203. 0 Oakcraff W ..M.,.. AR EK� r rxr u.ass r. r+r.v•uo0.s Apr/ H, 2M Os. ror.+.wp ropa.r a rDDun .r.ro.smenr mYn sDrc�u•rrs, prsgn srr0 rogcs M a s o n i le I n r e r n a l i o n a l C O r p o r a l i o n uu+s.grcr rp sArrpr .rumor D 4, Opaque Units COP-WL-MA0100.02 Vi BERGLASS DOORS 6'8" Height — Inswing .ILIBUM x X0. Ox. OXO 2'0- rilasonileinternational COP-WL-MA0101-02 r.l• r 01-1031.01 1.. 1 76.0 1. NO 2'6' 2'8 2'10' 2'8' * 1'0' Not Listed COP-WL-MA0103-02 Not Listed 02-0109.10 (Application filed) — 1 55.0 _ 1 1 NO 2'8' + 17 2'10' + 17 2'10" + 1'2" 3'0' + I 3'0" + 1'2' 17 + 2'8- + 17 COP-WL-MA0104-02 02-0109.10 (Application Fded) 55.0 NO 1'0' + 210' + 1'0' 1'2' + 2'8" + 1.2" 17 + 2'8' + 1 V 1'0" + 3'0' + 1'0- 1'2' + 2'10' + 17 17" + 3'0' + 1'2' 2'6" + 2'6' + 2'6' 2'8- + 2'8" + 2'8" 2'10' + 2'10" + 2'10- 37 + 3'0" + 3'0- ' xX• DUO 2'8" + 2W . COP-WL-MA0102-02 02-0109.10 (Application Filed) 55.0 NO 2'8* + 2'8" 2'10" + 2'10" TO" + 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' P2'10- + 2'10" + 2'10- + 2'10- 3'0' + 3'0' + 3'0" + 3'0" Notes: I. 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. Acluai design pressure requirement for a specific building design & geographic location is determined by ASCE 1 (Minimum design loads for buildings and other structures). National• state or local building codes specify the edition required. 5. Masonite International structural• cyclic, air• water• forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 d PA203. Oakcjaff AR 4 EK" I lnl•�f1,A\{ 1•NIMY •DOOMS 1.y�lr wt.. l.^Dr. � •••r r •ter Ar•» 2002 .. o.....r o 0, W_ rworo.mlrnl malit) sptul[alpy, Or)qu )np poOKt Masonite I n I t r n a I i O n a l C O r p O r i l i O n o<Iw word a rnrgr .rnolr rolae Opaque Units FIBERGLASS DOORS 6'8" Height — Outs -wring , , COP-WL-MA0121-02 11011IRT41= 01-1031.02 76.0 NO Arrangement, X 2'0' 2'6- 2'8" 2'10' 3'0' 3'6" Not Listed Not Listed — — X0.OX• OXO 2'8" + 1'D" COP-WL-MA0123-02 hliarni-Dade BCCO 02-0109.09 (Application Filed) DP Rating 55.0 Impact NO 78" + 1'2' 2'10' + 1'D' 2'10" + 17 3'0' + 1'0' 3'0" + 1'2" 17 + 2'8" + 1'0' COP-WL-MA0124-02 02-0109.09 (Application Fled) 55.0 NO 1'0" + 2' 10" + 17 12" + 2'8" + 1'2" 1'D' + 2'8" + 1'0" 1'0' + 3'0" + 1'0' 1'2" + 2'10' + 1'2' 1'2' + 3'0" + 12" 2'6" + 2'6" + 2'6" 2'8' + 2'8" + 2'8' 2'10' + 2'10' + 2'10" 3'0" + 3'0" + 3'0" XX• OXXO 2'8" + 2'8- COP-WL-MA0122-02 02-0109.09 (Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10' 3'0" + 3V 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" + 210- 3'0" + 3'0" + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural. cyclic. air. water. forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 d PA203. O akc r� AR %EK- .n r M, 2= 0. r"--q ■+can., 04 p000o .OpMr — m.sn 10"ftAo msq..4 IOO..tI Masonite International Corporation Opaque Units COPAML-MA0100.02 . FIBERGLASS DOORS 8'0" Height — Inswing r 1 COP-WL-MA0106-02 rl r 02-0109.08 (Application filed) r• 70.0 NO r• X . 2.0' 2'6- 2'8' 2'10" 3'0' 3'6' Not Listed Not Listed — — X0. OX. OXO 2'8' + 17 COP-WL-MA0108-02 02-0109.08 (Application Fled) 55.0 NO 2'8' + 1'2' 2'10' + 1'0' 2'10" + 1'2" 3'0' + 1'0' 3'0' + 1'Y 1'0'+2'8"+ IV COP-WL-MA0109-02 02-0109.08 (Application Fled) 55.0 NO 1'0' + 2'10' + 1'0' IT + 2'8' + 1'2' 1'0' + 2'8' + 1'0' IV + TO" + 17 1'2' + 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" + 3'0' + 3'0' XX. OXXO 2'8' + 2'8- COP-WL-MA0107-02 02-0109.08 (Application Fled) 55.0 NO 2.8' + 2'8' 2'l0' + 2'10" 3'0' + TO' 2'6' + 2'8- + 2'6- + 2'6" COP-WL-MA0110-02 02-0109.08 (Application Fled) 55.0 NO 2'8' + 2'8' + 2'8' + 2'8' 2'10" + 2'10' + 2'10' + 2'10" 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 websile (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International websile (www.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design b geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National. state or local building codes specify the edition required. 5. Masonite International structural. cyclic. air. water. forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201 • PA202 d PA203. Oak�jaff AR EK'- W ceM+,rq uoar..o�o•oow..,o•wrm.m mMrt soec.n[nos ors.p..am VOWn Masonite International Corpo,al.on ono sworn ro rnanq ..now .wtr L Opaque Units I COP-WL-MAOi00-02 FIBERGLASS DOORS 8'0" Height — Outswing r• X r rPinM-1411filp 2'0- M1,r0 COP-WL-MA0126-02 Miami-oadvllcco DPRaling ImpadRaled 02-0109.07 (Application Filed) 70.0 NO 2'6- 2'8 42'8"+ Not Listed Not Listed X0. OX. OXO t r COP-WL-MA0128-02 02-0109.07 (Application Fled) 55.0 NO 2'10" + 1V 2'10" + 1'2 3'0" + 1'0- 3'0" + 17" 17 + 2'8" + 1'D" COP-WL-MA0129-02 02-0109.07 (Application Fled) 55.0 NO 17 + 2'10' + 1'0" 1'2" + 2W + 1.2" 1'0" + 2'8' + 17 1'0" + 3'0' + 1'0" 1'2' + 2'10" + 17 1'2' + TO" + 17 2'6" + 2'6' + 2'6" 2Y + 2Y + 2'8" 2'10" + 2'10' + 2'10" TO" + 3'0" + 3'0" ' XX. OXXO 2'8 + 2'8 COP-WL-MA0127-02 02-0109.07 (Application Filed) 55.0 NO 2 8 + 2'8" 2'10" + 2'10' 3'0" + 3'0- 2'6" + 2'8" + 2'6" + 2'6' COP-WL-MA013D-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" TO" + TO" + 37 + 3'0' Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International websile (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.com) or from the technical center. 4. Actual design pressure requirement lot 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 8 PA203. 0 Oakcraft AR O EW . .n..Nr;..w ♦s r,wrNv nOON,S 1v.i..rr.�N.r t"-.Ow. ••" All. 7+ 7007 o.. 0.co.N+."D. V_orwooun•^D•ov 'mmAns►ndc ,o,sp..•0o•od , Ma1onite international Corporation oew suornr to Lhow -.VWA mrnr. 6' ' UNIT 810" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. ovi • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 • Width of door unit plus 1/7" • Height of door unit plus 1/4" W MI0-WL-MA000142 , SINGLE DOOR Latching Hardware: • Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8' GRADE 1 (ANSI/BHMA A156.16) surface bolls be installed on latch side of active door panel — (1) a1 top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the dillerenl fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3116' Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF d PA NOS for southern pine lumber with a side member thickness of 1.1/4' and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4- embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. PRF- Apld 29. 2002 0oco-r-wvw0wa. GI p.00w +-po.errrtr0 mans SOR—ws. Masonite International Corporation otu" -4 Do" &W SUDIKI IA o'.0t -.h" mitt XO or OX 11 Unit r SINGLE DOOR WITH 1 SIDELITE 3 NTYP ' 6' Y TYP. TP. r ' 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. Rough Opening 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4' r ► r r .I ► r 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 18 and I10 wood screws or 3/16" Tapcons. 2. The wood screw single sheaf design values come from Table 11.3A of ANSI/AF S PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1- 1/4- embedment. 3. Wood bucks by others. must be anchored property to transfer loads to the structure. Au,d79 ?977 Mdtonite rnrernar�onal Corporation 1h, •a+•+.: ; s�rrn � owVa� .,.�....r�u m..et trraaanom 0r1q� YK YxuU onjd %UD Kt 10 merge odh W ndrce oxo I Unit r -SINGLE DOOR WITH 2 SIDELITES TYP T p CL TYP. TYP. UNIT 8'0' UNIT 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 ?-12" long screws per location. M1.0n, 7Vr r 1 Width of door unit plus 1/2" Height of door unit plus 1/4- . .. r r r • Y f f r Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed lot this unit include 18 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. /ff, ar, •pri 29 2002 - o..�.•, u IiV IV•1•Y•••Irvrr.WVW.:•r:'s•n.u•ru.uWn .l.n+.Yu••. MalOnil! International Corporation Only• lK ✓Y0.r1 0( d WNW 15.rove •d11010 ftw oxxo Unit r DOUBLE DOOR WITH 2 SIDELITES CL TYR TYR TYP. TYP. '6- TYR r6'r UNIT 800• UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. Countrainimum Fastener Rough Opening 1 • 6 per vertical framing member Width of door unit plus 1/2- • 16 per horizontal framing member Height of door unit plus 1/4' Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that B" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF d PA NDS too southern pine lumber with a side member thickness of 1-1/4- and achievement of minimum embedment. The 3116' Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively each with minimum 1.1/4- embedment. 3. Wood bucks by others. must be anchored property to transfer loads to the structure. 0 PREA4 v':: %.J/.. i.:. � "��� 1[� ILi(.UJ���L / (/l/[�V • Apii 29. 2002 -' Q• rove" of roavo —o.rm� ma.n +Orr aiaom. Masonile Ini ernational COrDOr JliO r1 orsq• mo rooal d"24 WNW -o (".0, .•now emrr XX Glazed Inswing Unit APPROVED ARRANGEMENT. ` 0': d COP-WL-MA0142.02 I. 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". r Double Door M&4fflum uM sin . 60' ■ 6,r 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 tot a speck building design and geographic location is determined by IISCE 7-national. state of local building codes specify die edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 n0 �Bob EM 3 On 00 00 H 00 100 Sum 133. 135 Series 136 Series 11" Series 1/2 GLASS: 0 ❑ ou U D n ° a 00 00 00 DD 00 an 105 Serves 106. 160 Series' 179 series' 17 NL. 73 R/L. 7e IVL 107 Series' 10E Series 30e Sen es Series' .Iros glass s11 may also be useo o the following 0001 slyle. Eyebrow 5-pand mlh scrod Oak raft AR k ' EK'� ........._ .., 1 • .1 r luurll:[nss r:nr.. ,uuo+. 1w1..wrrn. t-0— �fJ:'1✓r v:: J/../.� • Aprd 79. 7002 Masonite International Corporation Ow [muvq Pdyam of podl<t .'.7wr..[.r ma1[S sp[[d<.:—. d"g, aM D,odocl d[Uu S^K, b [-.W .erg.[ M1l [ XX Glazed Inswing Unit COP•WL•MA0142.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 000 e04 series e10 series 109 Sexes 11e, 120.122 152 series 1e9 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida. Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft I• AR k EK" . rut n.:a ���Inrw� rrr.rr�♦ r�..4.r.IrwM..l.�ro.... Apra 29. 2002 Ov rMrn v apsm or pro" mva-, O %rf &AMOK x4ft. Ot39n and WDOW Oros &Ub" W Inarpr.enod nol<t Ma3onite 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' ■ 6'r Design Pressure +52.0/-52.0 Urnitad wale t"ess special t1neShol0 design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant te%*ements tot a specik budding design and geographic location is detetrnined by ASCE 7-nutionak slate or local buiWkq codes speciy the edition iegtdied. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MAD003-02 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 ITOOR STYLES: 1/4 GLASS: 00 0o n� 00 o0 00 1 an 100 series 133. 105 Series 136 Series 822 Stnes 112 GLASS: El In o0 00 o0 00 00 00 IOS Series 106. 160 Sexes' 179 Series- 12 RA.. 23 RII. 74 Pit 107 Seies' 108 series 304 Seties Seies' 11uS 913SS ail way a1So be uSea .i the lollowistg loot Style. ryeo-ow 5-oane . rh scion U Oakcraff AR k EK'- . .._......_ .uutnt.u, ......,i...t..•.o..•. �i / PRfM v'::6..//..i.:.,• ❑ J'V�/Z�/(��� Apid 29. 20D2 — — m a n t International C r Ow LOAM: TOty Yn Ol MOOot1 ap0•tmrni .wY rt SDraA4JiUtt. 00gi. rM JY.uU s o i e o r p o a t i o n (k W rJ p: i K :.•I.D[ .iiiWi Mite XOorOX O• 1I I Glazed Inswing Unit 1 F'IBRGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Seta Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L. 231L 23L. 450 Series 152 Series 1e9 Series 109 stria 120.122 Series 300 Serra 2eR.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 lice surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT CDMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE O. akcraft To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). Stale of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 AR k EK'- Apd 29. 2002 0- [w.u+q nop,", W &o ..0 w~4 r"asn sMft o $ Uesq. &W poCKI ]w, s_Wn 10 lnrner .�rwW rWy O.. , D•0 'A Masonite International Corporation O.\O rt 1/ I Glazed Inswing Unit , APPROVED ARRANGEMENT: FI13ERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites IAaldmum unit size . 9'0- a 6'8- Design Pressure +52.0/-52.0 United water unless special dueslnold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is delermir" by ASCE 7-national, State 01 10C21 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: no cob am ao ` oo 00 00 DOD 0o loo Series 133. 175 Series 176 Series 522 Series 1/2 GLASS: o ❑ DD Ho o ° [a 0o 0o 00 00 00 00 105 Seres 106. 160 Series' 129 Series' 12 R/L. 27 ML. 24 RIL 107 Series' 10E series 31>4 Series serves* It%%grass bl'Wy also be vWo in the lollowing door style (yebrow 5 pmrl wain Sadl Oak�raff ..r. r AR k EW I I.E.-oLA,1 CHIMI,UUU"p AD,A 29. 2007 — o-•�••. �.... ran l dnr..-o drooraon N woo.,-" Mwm masts%m.'Kao.s drsq. a no nodwtl Masonite International COrpotation drtL fuOlr(1 b L..w...—. ' OXO Glazed Inswing Unit COP-W L-MA0144.02 :.:. FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 00 00 i 40 series 410 Series 109 series 114. 120. 122 152 Series 149 series 300 Series series APPROVED SIDELITE STYLES: 700 ftS� rr' 129 sales 200 Series 12R, 12L, 23R. 23L 450 Series 152 Series 149 Series 109 series 120.172 Series 300 series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, s1AIE 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). 490 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR EK" 1. PIUE'-ril\U EvI YI'UIIQ•] rr..L....1 ri p.. 1+ Dr. APO 29.7002 Ou EW*nWV 0100— 01 D10010 ,nMMtmml "n 1DKKKJWS. dt$V iM pcOKI deU, S^VEI t0 C"E W~ WKC Masonile International Corporation OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0145-02 FIBERGLASS DOORS ..: mi O F .�f��is�7�t 0 .W .. •.: _ .! :i Y �? iAV Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Double Door with 2 Sidelites IAaximum unit She. 12'0- a 6e- Design Pressure +52.0/-52.0 Limited water unless special wesh010 design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design Pressure and imW resistant requirements for a specific building design and geographic location Is determined by ASCE 7'na.iorW, state of 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: cem DU Oppam DD 00 ff DD 00 100 Senes 133. 135 Series 136 series $22 Series 112 GLASS: ern 00 ern Dal DD 00 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 RA.. 24 R/L 107 Series' 10E Series 304 Series Series - INS glass tut may also be used in the following door, sty1C. Eyebrow, 5-panel wrin scroll Oak raft r •UrrU AR EW- r�rrll Yr:l ��� Ln IM. rr\ ra,.l....M /�..F-I.rrOw. Ou form vowO Wcwq I..ppv—r—.n WK.N.—S drsgn aM P0Ow1 Malonite International Corporation wu+.oe,nr ro r nrgr ..row .ror. r OXXO Glazed Inswing Unit APPROVED DOOR STYLES: 3/4 GLASS- D Oo 404 Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L. 23R, 23L, 241t. 24L Series COP-WL-MA0145.02 FIBERGLASS DOORS FULL GLASS: 00 f 410 Series 109 Series 134.120.122 152 Series 149 Series 300 Series Series e50 Series 1 52 Serks leg Series t09 Series 120, 122 Serles 300 Shies 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: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STA1E To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of The 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raff .,w .. o....., o.... Masonite International ti Corporaon AR k EW ��„L r�:t., ��lf�rr♦ rr ...". rw4.r.. r",.1,"I�rDr. IIDr+ 79. 7007 Q+IYM,.rq wrvp" WOW 0-CpmpoKmtM "ls spn+r)Ml. eiro V.W., midsubpm to ch p.+rgylunroxr XX Glazed Inswing Unit APPROVED ARRANGEMENT: COP•WL-M110147.02 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door W drnum and size + 6'0" a aV Design Pressure +40.0/-40.0 limited water unless special Weshatil design IS used Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resisW requiremeas for a specific budding design and geogtap* tdcabon is determined by ASCE 7Kralional state or local buildup 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: DID 0o 0o 922 series 1/2 GLASS: H e0e series 103 series 0 Oakcraff AR EW Wu�wr.�n,> [n r.,•uuu+a ....+.-..r r...N r,.,r o..., Ov(Om"K 2101yn or ppdurr m. pO—en rvhn fmdgnor.s oes%pr arw p9aw, Masonite International Corporation OeUr S.Ow" to E"t •.mq r -axe XX Glazed Inswing Unit APPROVED DOOR STYLES: FULL'GLASS: COP•W4MA0147.02 890" FIBERGLASS DOORS 0 E10 series E52 Series 30o Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8- laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32' wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip life surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: Oak raff 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). ON =490*40 state of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 AR k EK'- ADr/ 29. 2002 0w tone. V rov,m or roow TWa M tn'A" smcartaom, tltSIV -4 PlOdWI 0tbd suawtr 10 E"t "AM'I'C"t Mason ire International Corporation XOorOX Glazed Inswing Unit APPROVED ARRANGEMENT: r 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Single Door with 1 Sidelite Madmum unit sue - 6V a WO' 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 resislard requirements lot a specific building design and geographic location is delelmined by ASCr 2•rtationat, stale or local building codes specify ire 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: am 822 Series 112 GLASS: H 00 404 series Oakcraff AR k EW El 108 series aura 29 2002 OV (w—v MOP>•n Or po0-:r myp.rn.rm mNn fOK•rlYMt Q1Qn srtl pdNtr Ora.a s-urnr y rNrgr .arga vr.tr + Ow. Masonile International Corporation XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: ato series APPROVED SIDELITE STYLES: COP-WL•MA0148.02 8'0" FIBERGLASS DOOR'S n 300 Series yy3 a .Y} 450 Series 552 Series $10 Series 300 series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8- laminated lumber. Top end rails constructed of 31/32' wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME LILY, SIAIE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i�a-�l aa �� State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 OakQraff AR k EK- 1 ItlL •ra A\? CFIMl,U 111 )Y1 ra..lu...rrkn"1..q 0.�. •_ Ames 29. 2002 /7 •, o....,, o.... U.ro .-V vopam or mao�n-w.---Ans mdr ar .ors.Pn aM potion MasOnite International COrpOratiOn orua r.urrn ro rnaige ..rrou..grar oxo Glazed Inswing Unit APPROVED ARRANGEMENT: n 8'0" FIBERGLASS DOORS 0 Cl LA W 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 Maalmum unit site . 9'Q* a W Design Pressure +40.0/-40.0 Limited walet unless special threslwM design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Act" design pressute and Irrlpad Iesistaril iequkements to a specilic Wilding design and geographic location Is determined by ASCE 7-rwiarul. state Of local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeA followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID•WL-MA0004-02. APPROVED DOOR STYLES: 114 GLASS: DD DD 822 series 1/2 GLASS: DD .W Series O; ak�-.raft AR k EW . Nut,kr.a.A+a L.NI- unuw% e.+r...,.r r...p"t-1. Amd 29. 2002 Oar a---* wnwam a oamcnoro mt r reo waA"r EnH when W n ^, -NN— —4 r 103 series Kea '4- � " * �-e Mafonile Inlernalional Corporation oxo ll •t l Glazed Inswing Unit , 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: Eto stria 300 series APPROVED SIDELITE STYLES: f 450 series e52 series $to series 300 Se,� CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME 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 Ballhazor, PE. — License Number 56533 Oak raft AR kEK' r ipr�r:�nss tnrws uvo■s ra"r.....•rMp., e...r o.�. AP'd 29. 2002 OWeo'tn*V'XWa of WDdu0 mprd.e M mars sws.4aom, des p and pi We , drud subott to C"t "rwA ro1[e ,.......... ... _ Masonite International Corporation OXXO Glazed Inswing Unit .8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: t- 0 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 with 2 Sidelites Maximum unit sin. IM x aW Design Pressure +40.0/-40.0 United water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistard requiremems to a specific building design and geograp* location Is determined by ASCE 7-nutional• state or local building codes speciy 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: DD DD e22 Series 1/2 GLASS: O akcraff I rUL'Nl:l.\1l L'r'.1 M\'UI)1)M.\ DD ea series ARkEW r._.I..v.� 1 �..nu !w1 o..•a Apr/ 29. 2002 ow to.+....rq O.00.am of wodN ...o- Mmr males tMd;,M0,t Otti;gr. a.0 O.O*Xl "A t.•Rn b [Oa , .~ OOrae. 108 series PREMOv'.:',"ll . • Masonite International Corporation OXX0 f t Glazed Inswing Unit , 8'0" F•1 BERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 777 '7RtfT ato series 30o series APPROVED SIDELITE STYLES: 3 450 Series 852 serfs 810 Series 300 Series CERTIFIED TEST REPORTS: CTIA-805W Certifying Engineer and License Number. Ramesh Patel, PE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075' minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCZ 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 Ballhazor, P.E. - License Number 56533 O ak,-raft AR k EK Apr• 79. 2002 11v IMnMMq Nby Les •t p•p.0 �p.fnM.M1 /earn Spf(�r. ai0..t Onron arq MO•iKr ores+s.tRrct a cnrror �.rnpn ror :e Ma%Onite International COrp Orat.On XX Glazed Outswing Unit APPROVED ARRANGEMENT: ••.'•12 •tl': .2t coP-wL•rna0162•02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" is 6'8". Double Door MaArn m urd site • 6'0- a 6'0' Design Pressure +55.0/-55.0 Umiled rater unless special threshold design is used. Large Missile Impact. Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure NO impact resistant reWlrements for a specifk building design and geographic baton is determined by ASCE 7-national. state or local building codes speciy the edition requiia 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. APPROVEQ DOOR STYLES: 1/4 GLASS: fln now am nn on DOD nn 100 Series 133. 135 Series 136 Series E22 Series 1/2 GLASS: D DD OD D ' 10 an nn nn no an no 105 sales 106. 160 Series' 129 series' 12 RA.. 23 R/L. 2e RIL 107 Series' 108 Series 30e Series Series' INS glass kit may also be used m the following door We. Eyebrow 5-panel with scion. Oakraff AR k EW ._ rr April 29. 2002 - a:...., e.... ffr< . vo-o0—ar00o..nYo.rmmr mawr550rt•K"oM 0rsgn aro rrourr Masonite International Corporation ww s.aen ro crwrpe �01pur ror4r xx Glazed Outswing Unit PU8E.RGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: nn on 40e suits 410 series t09 series 11e, 120.172 1S2 series 149 Series 300 series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab 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 MY. STA1E 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 Ballhazor, P.E. — License Number 56533 O_akcraff AR k EK- Ap,929.2007 .. 0to.a+` V rop.un of VD ' mro.rmm+ Dwn SOrc✓ulws trSQ...4 rOD11L1 au. \~'.. I", .~ M+V r PREM' �' t' 11 ..........._ �' Masonile international Cosporalion r W /V\ O P I • t Glazed Outswing Unit , APPROVED ARRANGEMENT: 0 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unil size • 6'0' a dot) Design Pressure +47.0/-47.0 Umited valet utdess special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements tot a specific building design and gcograprlic location is determined by ASCE 7•rtatibnal. State Of 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: 822 Series 1/2 GLASS: ■ DU 404 series hoe series Oakcraff AR k EW •.1• rr rJ I.r l..r. r .• 1'IYI:M(:l A}S r.N IN\ UUUN} ra..M.N.y IA.rFul+In p.Nn Ap,0 29. 2002 •• o-• Ou c-1 gWovr.ao•ow,an.ymma.. mmn ttranyslo�l trlgn +••orwNn Ma}onite International Corporation trUJ )uErr(1 MI (I.YIQf �.r11g0 rl•IK t �IgOPTIONAL CS• LASS ON -IIOA S[CN P 0 17=71 1 r=71 1 r=71 3 �ltrolmuRcnii t100.a�r�[ Wpn•ar lh \�III likk �tIIIIIIkk �k W1, I FlW_ 111 OWN 2 ECN NO. REVISIONS 20 G IRK. Do mts ARACHm TO DOOR SKIN 1RTH PATOIim TOO -Lice ma l (TOP. •otror • COA n ��Y T LISTED VICKrLOCK POS-0. rx ■ Two POW G REPORT#9606C 1 r . 20 CL U-•IJM 11.2-1-2-10 MTTOp QL O-YRS a •On011 OC I/�W OM 1101T SECTION RC) FOR TRACK BOLT 101SZ0RK TRAGR Smw DOOR ommli 1 (TO 9 13 G GALY. STEEL FLAG •RACQT. r:Tr 0 TD R000 "Am •iM 3) 3/1 r.1-0/S' WOOD LAG SCREWS. ' 22tam. DOUML ��� AVAW( AS AN OPDOK ma e 2' CALV. STm TRACK. UK TRACK T.L70fSL .OSC TYF' 7-1/7'417 CA, KV O. stm TRACK VtAGK[T (4) TRACK VACKM PER SOL uR1 roP TTRAOK[T °: a 1.OIIRdRK • /IW//• Slim METAL SORM I-LDurm or O/T1011AL.ORS OwT101NL OVTWC Km LOCK Pogrom 1W. Loa n1DiN . Ir-r • NOTE t4 r. en 1.r.na 1R n.1T-u7um 11 . DOORS V/ TO r 14IfJ1 [ON9ST a. . S[011pa /(4�r �)�� F%W TRANS w U.Y. 1 J VG SaE1F5 ON IS ODTUO. 1 DA .�L tld w fepr t• COCA 0.01 7'-. D= OF (�)SCCTgwS (!EAT ..&,. cwwc ON OUImC SUwACC 1TA9Q ImllFlm. IAO SU[117 wT K murmmRw ACL IOIROIITK Y11E 0�0 NOT IRY401 100. STOP YCRPNO F DOa MSL41Q (TO SUIT) • 1 :. ••_ . • be TOADIT rP[ JA14 20 GA, rH. C.LV. Sim 00 STU ;�I 1 • �.l :: •• �' t14HOK 14aDm wsmt 1/f 'ci LA4 1011�{1Q 70 GA, GLv. SILQ MT9l 2T51 •-• 12 G CALVji-T 27 G .ILK. sTm LIIE RCGRQR � - T•1Aamf .ASTOm T 9•N maim wM-G-a Isl If•.2(lo rSMCKSKPER LITE) S.4 AIOTD)S oti 21. OO.100 (C-•0 SCREW 1RM OK[ 2/Ir.lclyww2lNq-Cm Fftmy•AFD A •N D-ON-POULST01. 1 •a 2. CD006TO► COAT AINCD TO WMK i 21W LATCI t11C/G[S '.00SOrY7 1-1/7CENTERS O.000T/Is- LEA. ROUND 1V51• T D rASTOKOt (0[ PER WUDQ S10CS Or STm Smg.' 17 G CAm Sim TO► OIRO 4 mr& rgL rTO •RAO.KET A � W/(•) EACH 90C Owl m00a. WN �M0�01 NKCdtS w R OCMO 12 G City STm STEEL TRACK G I.d/•' SNQT 467K wro• SiEL (SLAT 110T 1@RI�) TO Pp" A FLU94ROUZP TRACK TO/I.d yC7K SC1M /+O Sw W •IOIIlT2: - INowffm RN FAQ IHOIfZCRK JAId 00 qT MIN 01.E 1 4'd/•P•{.) 1 ..J/ TSllf iMwHNC SCRM rO1 00 IHML[. . OUTSIDE KEYED OR NO 1/4' 14 G GILV. STEEL I.AFHC[ END S [ 2' ON 91aT•STL14 10 •LLL STEM ROLLA I 00 FASTENCED TO 0 SRC WrER.( YARK RCST01n0D. Pl .[TK �.S/f. 'M N-1 m SRf rRpARAM. d 11.R.s R RT1•f!5 S[L•R]IH c_c RORpA /.L, /M4S3 NORM CAROI/u /; N343x 1 i 2• CK u{y %• (.) 1/CREW& SEA! LOCKoci PR :o G u S STm . TAPI•f sC10q. �r , ,„ TRACK 0 w OESICN LOADS: +24.0 PSF I< -24.5 PSF 'I YN• YtAD STR04tN: w"•Hm - TRACK ON tK ot9aH Ot TI[ asPORIwO STRUCIIRUL CLDAOKIS FI oUTsmc HW w iE Itey'oA�LseErtraOF� PROFER TEST LOADS: +36.0 PSF h -37.0 PSF �-� 1• `r .. 1i .L• ]' TAu . 70 G CA. STm U_. Da '"X01L - II w A x-1 _x-1 PAI10ww (I E. T'.p u-•AID SRL Dip( pTG(:(S MM CaMR ppp010 OmE3 MR T14C IDWi IETm OR ay1m Oy...n K Rpm w OUE 1-1/•' ON •OTTON fCCTOK, CKC U_w1 0. 1Hur RRo .ERTrAL ^Rs oRARp1C ..� u w.�> PART NO.: 1 T I YCT r CTC� EACH U-W AnAC EO TRACK ONE r.STHKL ITV... SIRt•4 Ow.r.H.. 112 •dN 14.1A I600 I M, 1/. UX4. A SUF TArP..G SCQ'RS LOCK a IDEAL OR 45202 Pa sTfc LOGTION. EACH mC aa.. Ln.c�Rm cism TOLERANCES v OF ODOR. * L ra .0 - t.03 • 1.2. N• 1-513-3S1-3319 uu.Tm aaolaL T47 NA 1-513-:u-4m SMfQP?,A-A rrm eNTof .+.w:.. w....a r .. •� - =•015 DESCRIPTION: MODEL 6RST W4 16-0 R e-0: 24/-24.5 DESIGN LOAD U+ ^•�-• M ...• M .000 - t.005 13 G fJyV. STEEL •ORGY •MCKCT. Rrfb 1./ w 4ww..r r AnAo<D IRM (2) 114•s/•' sNar 4cr a SCAM. �, -..*� w..n� F 0000 - t.001 DRAWN 8Y: BMW GATE: 4/1e/00 SCALE: NTS OWE. R pl T11ir0 AnOI. O• es% - t 1/Z' CHECKED BY: ~ GATE: 4/1e/00 SHEET 1 OF 1 SIZE B Pml.cUon =m=Ns~.u1c w ►ia[s. OWG. NO.: 10213e REV. NO. 1 4 3 2 Xs�J1E (o.1aLi1 Ltds�KDIV. D " C B A 20M SA I X 2 7/16 X 1/8 SA I X 2 7/16 X 3/8 ONE By VOOD MAIL JAMB .(TYP.) TUBE MULLION- -JAMB CTYPJ TUBE MULLION BU0(' By OTHERS CONCRETE OR MASONRY• BY OTHERS 1 1/4' MIM.. EMBEDMENT 08 X L/2 SELF x 1/2 :SELF 4 TAPPING SKS TAPPING SKS - INSTALLATION AN0='ln6'_*mA. JA MB u ,T� E X TAPPING TAPWN- mxY ANO-OR CTYPJ. EXTERNALI NULLM dJ). INSTALLATION CLIP Z.)e 41 .3,/8 'A -I!,. SEACANT KTVM SEALWT .."CANT CCS rLANGCS VVnGV m7, WOW rLANGES t MULLION -to-� CRM'0 HEAD & NUILL04 . . L-12 SELF 8 li-1/2 SELF JAMB CT MULLION No x I- I x YP.) #JAJON Puts. TW. HEAD';& SILL.WHERE -I' X• 4' TAPPING SNS -TAPPING SKS �--,4'.-TU8E'!NVLUONS ARE USED) SECTION A —A SECTION A -LA. (2) c QErAJL t/2 -SELF 116& iisic __TWIXG INSTALLATION ANM TAKOA I X 4 X 1/9 1 X 4 -X Via: -MV.) TUBE MULLION TUBE MULLION —-SCREV7:AND462 SILL CLIP 08 x I- SELF "SEALANT- BErVEEN TAPPING Vlm=v-FLANGES SA 1/4' XM JAMB (TYP.) JAMB CTYP.) -SECTION EMBED(EXT _4 N PREECAST'SnX-B ZL Y unim c 3 #9 X 1/2 SELF 09 X 1/2 SELF -ALrXIU 4 TAPPING SMS_ TAPPING-. PIS ANDCRS - VCN. MVUMM ALANT XWM' SEALANT ft VDIWV rLANOCS VPMDV FLANGES . 4 .. , . . . . . . -.7 L KULIJON MULLION - 49 SELF TAPPING 48 X 1-1/2 SELF' 0 X +:L/2 SELF SMS - ctyp.) MILLION TAPPING. SMS TAPPING SMS DETAIL SECTION A —A (3) SECTIOWA-4 IbR. 4�i : . , I I . 1. MAN_UWCrUREVR. NANE FLORIDA."ITPUtWp 29R.., 2QQ SHEET. -I. To - TME: SE NGE L VERTICAL MULUnWSEdt MASTER -.7 :�,f f SEE:* OTHER.; S-f 'tHEE' 'OF,� hEik J.ES DESIGN PRtSlURt_-'CAPA'C-ITl'E [R!�" BY- JBH c .0' FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION - Florida Department of Community Affairs Residential Whole Building Performance Method A Project Nine: 2879 4BDRM Y Builder: DR HORTON Address: Permitting Office: City, State. ja. ,Y� Permit Number: Owner: ItTZ - (�� Jurisdiction Number: Climate Zone: Central I. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family I _ 4. Number of Bedrooms 4 _ 5. Is this a worst case? No _ 6. Conditioned Floor area (ft') 2872 W 7. Glass area & type Single Pane Double Pane _ a. Clear glass, default U-factor 319.0 ft' 0.0 ft' _ b. Default tint 0.0 ft' 0.0 ft' _ c. Labeled U or SHGC 0.0 ft' 0.0 ft' 8. Floor types _ a. Slab -On -Grade Ed a Insulation R=5.0, 173.0(p) ft _ b. Raised Wood, Pdacent fN _ c. N/A 9. Wall types _ a. Concrete, Int Insul, Exterior R=4.1, 876.0 ft' _ b. Frame, Wood, Exterior R=I 1.0, 785.0 ft' _ c. Frame, Wood, Adjacent R-1 1.0, 622.0 ft' _ d. N/A _ e. N/A 10. Ceiling types _ a. Under Attic R=19.0, 209 1. 0 ft' _ b. N/A _ c. N/A II. Ducts _ a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 320.0 ft _ b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33559 PASS Total base points: 38807 I hereby certify that the plans and specifications covered by this calculatiL!,!rOir in compliance with the Florida Energy Code. ,� PREPARED B : DATE: I hereby certify that this building, as designed, is in compliance with the Flori nergy r1nde. OWNER/AGE T: DATE: a/ 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. r ,. r . BUILDING OFFICIAL: ..... _ DATE: l i i Vr )Ai WaRD Cap: 58.0 kBtu/hr _ SEER: 12.00 Cap: 58.0 kBtu/hr _ HSPF:7.80 _ Cap: 50.0 gallons _ EF: 0.86 _ PT, _ EnergyGauge® (Version: FLRCSB v3.30) RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infili ation AVF 0.70 ach x 22976 ft3 x 0.0167 = 268 cfm 2 Wnter infiltration bad 1.1 x 268 cfm x 32 OF 1Mnter TD = 9435 Btuh 3. Winter infifttion HTM 9435 Btuh / 355 ft2 Total window = 26.6 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22976 ft3 x 0.0167 = 153 cfm 2 Summer infiltration bad 1.1 x 153 cfm x 18 OF Surr-erTD = 3033 Btuh 3. Summer irfdtration HTM 6M Btuh / 355 ft2 Total window = 8.5 Btuh/ft2 and door area _ Procedure C - Latent Infiltration Gain 0.68 x43 gr/Ib moistdif. x 153 cfm = 4517 Btuh Procedure D - Equipment Sizing Loads 1. Sensible song bad Sensible ventilation bad 1.1 x 75 cfm vent x 18 OF SumTwTD = 1485 Btuh Sensible bad for strtxture (Line 19) + 35564 Btuh Sum of ventilation and sbucture bads = 37049 Btuh Rating and temperature swing multiplier x 0.98 Equ#nent sizing bad - sensible = 35308 Btuh 2 Latent song bad Latent ventilation bad 0.68 x 75 cfm vent x 43 gr/Ib moistdiff. = 2212 Btuh Internal bads = 230 Btuh x 5 people + 1150 Btuh Infibtration bad from Prooedure C + 4517. Btuh Equ¢:rnertt song bad - Want = 7879 Bluh Construction Quality is: a No. of Fireplaces is: 0 Bold/Italic values have been manually overridden Prinbut Certified by ACCA to meet allrequirements of Manual J 7th Ed .L wr19htsoft Right-Sulte Reeldentlal^ 5.6.06 RSR26013 2002-May-22 16:26:54 / C0' E:%FileetDR HORTON 2002%2879t2679.rer Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House ' DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 For. CR HCRTCN .I r- Weather. Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Orlando AP, FL, US Heating Summary BB id heat loss 40950 Btuh -� Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat bad 40950 Btuh Infiltration Method Simplified Construction quality Avera 0 Area (ft-) Heating Cool_in� Volume (ft� 22976 22976 Air changes/hour 0.70 0.40 Equiv. A (dm) 268 153 Heating Equipment Summary Malmo TRAPS Trade --t "M Efficiency Heatingougxrt ise Actual-h hng fan Heating air flow factor Space #Wrlosw 0 Btiah @ 47°F 0 0 cfm 0.000 chV tuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Destp TngDe 18 OF RRelative humidity 50 % Moisture difference 43 gdlb Sensible Cooling Equipment Load Sizing Structure 35564 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Ratelswing multiplier 0.98 Total Sens, equip. bad 36308 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 2212 Btuh Infiltration 4517 Btuh Total latent equp. bad 7879 Btuh Total eeqqu�gxnerlt bad 44187 Btuh Req. M capacity, at 0.709/6 SHR 4.3 ton Cooling Equipment Summary Make TR*E Trade Efficiency Sensible Cooling Latent cooling Pub alp cooling fan Cooling air flaw factor Bold/Italic values hava been manually overridden Prtiltout certified by ACCA to meet all requirements of Mmual J 7th Ed 1G0 EER 40600 Btuh 17400 Btuh 58� Btuh 1cfm 0.054 dhvBtuh 82 % wrightsoft Right -Suite Reeldentlall" 5.5.06 RSR26013 2002-May-22 16:26:54 E:\Flles\DR HORTON 2002\2879\2879.ror Pepe 1 RIGHT-J WINDOW DATA 1 t DEL AIR HEATING,AIR CONDITIONING,R - 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 2879 MODEL REVISED 10-3-97 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIV/DIN/FOY a n nw a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 39.4 32.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 5.0 7.0 62.4 7.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 1.0 3.0 62.4 9.0 0.0 LAUNDRY RM WIC 91 SITTING RM a n sw a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 47.4 16.0 0.0 ' MASTER BATH a n se a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 47.4 16.0 0.0 MASTER BEDRM a n se a C n 0 d 1 1 90 1.0 1.0 17.0 5.0 47.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n se a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 47.4 53.0 0.0 KITCHEN a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 39.4 10.0 0.0 BEDRM 2 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 - UP BATH RM ACTIVITY RM a n nw b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 62.4 30.0 0.0 a n sw b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 76.4 60.0 7.6 ,t wrightsoft Rlght-Sulte Resldentlal* 5.5.06 RSR26013 AC(' A EAFlleskOR HORTON 2002\287912879.rsr 2002-May-22 16:26:54 Page 1 a n sw b c n 0 d 1 a n se b c n 0 d 1 BEDRM 4 1 90 1.0 1.0 1.0 5.0 47.4 BEDRM 3 1 90 1.0 1.0 5.0 5.0 47.4 15.0 1.9 15.0 0.0 wrightsoft Right-Sulte Resldentlallm 5.5.06 RSR26013 2002-May-22 16:26:54 AC(>, E:1FIIea1DR HORTON 2002\2'879%2879.rtr Pepe 2 PIG)iTd WORKSHEET hdreouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2665 IVIWVUNL J. fin CO. 1 Name cfroom Erie House Wo"FOY LAUNDRY RM VWC 2 L&Vh of epoeed v" 314.5 R 61.5 R 11.0 ft 19.0 ft 3 Room dnetsiors 20.0 x 21.0 ft 15.0 x 6.0 R 13.0 x 11.0 ft 4 Ceabgs Cads Option 8.0 heatbool d 8.0 fl 'Al...h 8.0 ft heetbod 8.0 ft healbocl TYPE OF CST HTM Area Load (Bth) Area load (B1h) Area Load W) /Lee Load (Blh) DTK)SURE N0. Htg Clg (fnA Htg Clg (Its Htg CIg (Its Htg Clg (ft� Htg Clg 5 Gross a 14B 4. 21 lcm - - 284 '"" "" 0 - 88 -•'• - E�oeed b 12C 2 1.9 10M - -••• 64 "" "" 0 -••' ••-• 0 - - Ovals and c 13C 3. 1.2 552 - -••• 144 "" "" 88 - - 64 - - parlrtior>s d 0. 0.0 c""' "" 0 ""' "" 0 "" "" 0 e 0. 0. "" "" 0 "" "" 0 "'�' "" 0 f 0. 0. "" "" 0 0 0 6 V*dwzad a 1C 37. 254 5757 "" 71 20 - 0 0 - 0 0 - glass doors b 8C 37. 1959 - 0 c- 0 0 - 0 0 - Heabrg c 9C 38. 0 '-•' 0 c - 0 0- 0 0 - d 0. 0 0 0 0 "" 0 0 e 0. 0 0 c"" 0 0 0 0 f 0. 0 "" 0 c"" 0 0 0 0 7 V*rdaee and North Z7. •'• 251 0 "'- 0 0 "- 0- 0 glass doors NEMW 51. - 4525 48 - 2259 0 - 0 - 0 CooG1g ENV 0. - 0 0- 0 0- 0- 0 SEGW 54. 2m - lieu23 - 109D 0 - 0 - 0 South 0. - 0 0- 0 0 •-•• 0- 0 Hors 0. - 0 0 •"- 0 0- 0 "-' 0 8 Othadoas a 11A 18. 12 717 484 20 378 211 18 340 229 0 0 0 b 0. 0.0 c 0 0 0 c 0 0 0 0 0 0 c 0. 0.0 c 0 0 0 c 0 0 0 0 0 0 9 NA a 14B 4. 21 862 3912 1775 229 1055 472 0 0 88 408 181 e ased b 12C 2 1.9 849 2445 165D 48 138 93 0 0 0 0 0 vrab and c 13C 3. 1. 534 1682 625 144 454 168 70 221 64 202 75 patitiore d 0. 0. 0 0 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 0 f o. 0. 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1. Z2 2134 3519 47M 420 712 935 0 0 0 0 0 b 0. 0.0 0 0 0 0 0 0 c 0 0 0 c 0. 0. 0 0 0 0 0 0 0 0 0 d 0. 0. 0 0 0 0 0 0 c 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 0 f 0. 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0. 233 301D 0 62 101 0 11 144 19 249 0 (Nola: roan b 19B 1. 0. 460 589 0 0 c 0 0 0 0 0 0 l. c 19G 1.1 0. 0 0 0 c 0 0 0 0 0 0 'S z;pl. d 0. 0. 0 0 0 c 0 0 0 0 0 0 for slab a 0. 0. 0 0 0 0 0 0 0 0 0 floors) f 0. 0. 0 0 0 c 0 0 0 0 0 0 12 Infilbabon a I 26. 8.5 355 94W 30M 91 2419 7771 18 4781 151 01 0 0 13 Sublotal bss=6+8_+11+12 "" 37227 - - 8587 •'•- "'- 1183 - - 8% Less etrral heating •••• 0 '-'- -c - -•-• 0 ••-• -"' 0 •••• Less trasfa •••• 0 •.•• •••• •••• •••• 0 •••• ••«• 0 •••• istri1xibon ....10° ....1ff/ ....10/ ....10°/ 14 Duct�loss� 3723 "" 859 "" 118 "" 86 15 Total loss =13+14 "" 40960 "" "" 94451 13D1 16 Inn gaits: Pec* ® 300 5"" 150D 0 - 0 0 ""' 0 0 AppL (83 1200 lam 0 '-•• 0 1 ""' em 0 "" 0 17 Suta RSH gars=7+8_+12+16 "" "" 32331 "" "" 6050 ^" '�' 10fi5 "" "" 258 Less exlaral coofrg - .••• 0 - - 0 •••• •••• ••.• .•.. 0 Less 0araia - .••• 0 - - 0 •••• ...• .•.. .... 0 Coating mdwbubm - •••• 0 ••-- -•'• 0 -••• •.•• - •••• 0 18 Duct gain 10' '•" 3233 10'/ - 605 1a/ "" 1177 10°/ - 26 19 Total RSH gain-(17+1�-PLF 1.00 "" 35564 1.00 - e5W 1.00 "" 1172 1.00 - 2ffi 20 Ai required (cm "" 0 1933 "'" 362 "" 0 "" 0 1 PmftA certified by ACCA to meet aB requirements d Manual J 7M Ed wrrrg8-�tsOf Rlght-Suite Reeldentlal7° 5.5.06 RSR26013 2002-May-22 16:26:54 ���` E:\Files\DR HORTON 2002\2879\2879.rar Page 11 P,IGJITd WORKSHEET tireouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 IWVVLWL J. mlm 1 Name of roan SITTING RM MASTER BATH MASTER BEDIRM MASTER HALL BATH 2 L Oder�dmal 10.0 ft 11.0 R 13.0 R 0.0 R 3 Room din ensons 10.0 x 10.0 ft 10.0 x 11.0 R 13.0 x 21.0 R 6.0 x 5.0 R 4 Ceilings Condit. Option 8.0 1fneetWol 8.0 ft I1eEtAlod 8.0 R heatbool 8.0 R tneatlz701 TYPEOF CST HTM Area Low w) Area Lead W) Area Load W) Area Lced W) DFOSURE NO. Htg I Clg Htg Clg (ft') Htg I Clg (fn Htg Cig (ft2) Htg Cig 5 Gross a 14B 4. 21 '-" - 88 - -'-' 104 - - 0 "-' - Enpoeed b 12C 2 1.9 c- - 0 - - 0 - - 0 - - crab and c 13C 3. 1. - "'- 0 - - 0 - - 0 - '-" paPobor>s d 0. 0. "" 0 "" "" 0 "" '�' 0 e 0. 0. "" "" 0 "" "" 0 ""' ""' 0 f 0. 0. "" "" 0 "" "" 0 "� "" 0 6 VWx1ovsand a 1C 37. t( 591 - 16 5m '-" 16 591 - 0 0 - glass doors b BC 37. 0- 0 - 0 0- 0 0- Healing c 9C 38. 0- 0 - 0 0- 0 0- d 0. 0 "" 0 "" 0 0 "" 0 0 e 0. 0 ""' 0 "" 0 0 "" 0 0 f 0. 0 ""' 0 "" 0 0 "" 0 0 7 Wx1owea d North Z7. '--' 0 0- 0 0- 0- 0 glass doors NEJNW 51. "' 0 0 - 0 0 ""c 0 - 0 Cooing ENV 0. 0 0- 0 0 "" 0- 0 SES�/V 54. 1 "" 758 16 - 758 16 - 758 0 - 0 South 0. 0 0 "" 0 0- 0- 0 Horz 0. "" 0 0 "" 0 c0 "" 0 8 Otherdoors a 11A 18. 12 0 0 0 0 0 0 0 0 0 b 0. 0. 0 0 0 0 0 0 0 0 0 C 0. 0. 0 0 0 0 0 0 0 0 0 9 Net a -14B 4. 21 60 295 132 72 332 148 88 408 181 0 0 0 e p sed to 12C 2 1.9 0 0 0 0 0 0 c 0 0 0 mils and c 13C 3. 1 0 0 0 0 0 0 c 0 0 0 pa trtions d 0. 0. 0 0 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1. Z2 0 0 0 0 0 0 0 0 0 b 0. 0.0 c 0 0 0 0 0 0 c 0 0 0 c 0. 0.0 0 0 0 0 0 0 1 0 0 0 d 0. 0.0 0 0 0 0 0 0 c 0 0 0 e 0. 0.0 1 0 0 0 0 0 0 0 0 0 f 0. 0.0 c 0 0 0 0 0 0 c 0 0 0 11 Floors a 22B 13.1 0.0 1 131 0 11 144 0 13 171 0 0 0 (Note roorn b 19B 1. 0. 0 0 0 0 0 0 0 0 0 l. c 19G 1.1 0. 0 0 0 0 0 0 0 0 0 isdispl. d 0. 0. 0 0 0 0 0 0 0 0 0 for stab a 0. 0. 0 0 0 0 0 0 0 0 0 floors) f 0. 0. 0 0 0 c 0 0 0 0 0 0 12 Infiltration a 26. 8.5 16 425 137 16 4251 137 16 4251 137 0 01 0 13 Sin k*% loss t+8. +11+12 "" 1443 - - 1493 -"' '-" 1593 '°'- "-' 0 Less eftTdheift •••• 0 -"' -c '-" "-' 0 - •«• 0 ••� Less traruter •••• 0 •••• •••• «•• •••• 0 •••• •••• 0 •••• Heelingredisbbition .... .... .... 14 Outi 10° 144 "" 10y/ 148 "" 10'/ 150 100/ 0 15 Total loss =13+14 "" 1587 "" "" 1642 ""' "" 1752 "" "" 0 16 Int gains: People @ 300 c-'-' 0 0 - 0 1 -"' 3M 0 - 0 12� 0 0 0 17 SubGt RSH gain=7+8�..++112+16 "'- 1027 "" "'- 1043 "" - 1376 "" - 0 Less external coo ft - •••• 0 - - 0 - -c - "-' 0 Mess transfe ---. .... 0 .-.- - 0 .-.. ...- - ..-- 0 Goofing redistribution - 0 - - 0 - - - "'- 0 18 Ductgain 10' "" 1033 11Y - 104 10Y/ 138 10% "'- 0 19 Tonal RSH gairn�17+U3)'PlF 1.00 "" 1130 1.00 "" 1148 1.00 '�' 1514 1.00 - 0 20 Airrequied (din) - 0 61 - 62 - 0 - 01 0 Prir W aerded by ACCA b meet ao mWimments of Manual J 7th Ed. wF_1C1 tttsoft Right -Suite Residential^' 5.5.06 RSR26013 2002-May-22 16:26:54 ��p` EAFiles\DR HORTON 200212879%2879.rsr Pape 2 in gnbI t)iTd WORKSHEET re Ouse DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 2879 MODEL REVISED 10-3-97 NYW LYWL r.. fn m. 1 Nane of morn FAMILY RM KITCHEN BEDRM 2 UP BATH RIM 2 Lerodexposedwal 36.0 ft 120 R 28.0 R 11.0 R 3 Room dine sia 17.0 x 19.0 R 120 x 17.0 R 16.0 x 12-0 ft 11.0 x 13.0 It 4 Cal gs Condi Option 8.0 1lleatbod 8.0 R llatbod 8.0 R t>r bool 8.0 R h"W-v TYPE OF CST HTM Area Loed W) Area Load W) Area Load W) Area load W) E�OSURE ND. Ht0 CIg (Mtn Htg CIg (its Htg CIg (ft2 CIg (fly Htg CIg 5 Gross a 14B 4. 21 2M '-'- '-'- 96 "" "" 0 "'" - 0 - - Exposed b 12C 2 1.9 6A--'- -"' () "" "" 96 "" "'- 0 "-' -"' wall and c 13C 3. 1 '-" '--' 0 "" "" 128 --"' -"" 88 '--- - parttore d 0. 0. "-' '-" 0 ^" "" 0 "" "'- 0 '--' "'- e 0. 0. "" "" 0 "" "" 0 "'" '"" 0 f0. 0. ..«. .... 0 .... .... 0 .... .... 0 .... .... 6 V\ixbmard a 1C 37. -- 0 "" 10 370 "" 15 564 - 0 0 glassdoors b 8C 37. 1968 "'- 0 "" 0 0 "'- 0 0 Heal g c 9C 38. 0- 0 "" 0 0 "'- 0 0 d OX 0 '-'- 0 "" 0 0 --'- 0 0 e 0. 0 "" 0 "" 0 0 "" 0 0 f I 0.c 0 "" 0 "'' 0 0 "" 0 0 7 VWdo6%sand . North Z7.6 0 0 "'- 0 0 0 "" 0 glass doors NEINW 51.4 0 10 - 394 0 '""c 0 "" 0 C1cX* 0 ENV 0.0 0 0 -'-- 0 0 ""c 0 "" 0 SEISW 54. "'- 2512 0 - 0 15 "" 711 0 "" 0 South 0.0 "'- 0 0 '-'- 0 0 ""c 0 "" 0 Hors 0. "'- 0 0 -"- 0 0 ""c 0 "" 0 8 011wdoors a 11A " 12 0 0 0 0 0 0 0 0 0 b 0. 0. 0 0 0 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 0 0 0 9 Net a 34B 4. 21 235 1083 484 86 396 177 0 0 0 0 0 eposed b 12C 2 1.9 64 184 124 0 c 0 81 233 157 0 0 0 wills and c 13, 3. 1. 0 0 0 0 12B 403 150 88 ZTJ 103 parlrtiors d 0. 0.0 c 0 0 0 c 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 0 0 0 10 Callings a 16D 1. 323 548 719 214 341 454 192 326 427 143 313 311 b 0. 0.0 c 0 0 0 0 0 0 0 0 0 c 0.c 0.0 c 0 0 0 0 0 0 0 0 0 d 0. 0.0 c 0 0 0 0 0 0 0 0 0 e 0. 0.0 0 0 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0. 472 0 12 157 0 0 0 0 0 0 (Nabs: room b 198 1. 0. 0 0 0 0 0 0 0 0 0 pa c 19G 1.1 0. 0 0 0 0 0 0 0 0 0 �sP d 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 floors) f 0. 0. 0 0 0 0 0 0 0 0 0 12 Infiltration a I 26. 8. 1409 4531 10 2351 85 151 399 128 0 0 0 13 Subtllal bs5:6+8. +11+12 '--- 5666 --" - 1535 '-'- - 1915 Less efirrai roan '-'- 0 "'- "" '--- '-" () .••• .•.• 0 - Less Banda --'- 0 ---- - --" - 0 •... ..•• 0 - ....10° ....10'// ....10°/ 14 D s 565 ---' 10Y 154 -"' 192 -�' W "'- 15 Total loss =13+14 --'- 67m 1689 - I '-" 2107 '-" '--' 572 "" 16 Inl gaits: People ® 300 4"" 1200 0 "" 0 1 0 -'-' 0 Appl. ® 1200 c"" 0 1 1200 0 0 - 0 17 Subbt RSH gair-7+8 +12+16 "" 2311 '--' --'- 1574 "" 421 0 0 00 less ba sb .... .... ...,. .... - .... .-.. - Coding recimblbution •..• •••• 0 '-" •••• 0 - •••• ---- "'- 0 18 Duct gain 10' "" 549 1Q/ 100 / 19 Total RSH gain=(17+11)-PLF 1.OD "" W12 1.00 "" 2542 1.OD "" 1731 1.00 ---- 483 20 Air required (ofrrl) "" 0 328 "" 138 ---' 0 "" 0 Pr ftA certified by ACCA b meet ag requoements of Mwual J 7th Ed. wrragFitsof� Right -Suite Residentlal^ 5.5.06 RSR26013 2002-May-22 15:26:54 '�` E:\Files\DR HORTON 2002\2879\2879.rer Page 3 P,1GjjTd WORKSHEET 01 ireouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 rv�vvUAL J: to ta. 1 Name d roan ACT W Y RM BEDRM 4 BEDRM 3 2 Length dexposedv\al 59.0 n 15.0 It 28.0 ft 3 Room dnei so rs 25.5 x 20.0 ft 15.0 x 10.0 It 16.0 x 120 R 4 CeitrgS CordL Optbn 8.0 1flealllool 8.0 ft heetbool 8.0 Illheatbod TYPE OF I CST HTM Area Load (Blh) Area Load (Blh) Area Load (BIh) Area E(POSURE NO. Htg Clg Htg Clg (H') Htg Clg (ftj Htg Clg Htg Clg 5 Gross a 14B 4. 21 c ---- ---- .0 "" "" 0 Exposed b 12C 2 1.9 432 ---- ---- walls and c 13C 3. 1. "--- ---- 0 0 ---- ---- -�-� --- partGiors d 0. 0. '"" "" 0 "" "" 0 e 0. 0. 0 "" "" 0 f 0. 0. ..-- 0 "" "" 0 6 V*xbAsand a 1C 37. -- 9c3328 ---- 15 Sfs4 "" 15 glass doors b 8C 37. 0 "-- 0 ""' 0 0 ---- Heeling c 9C 38. 0 "--" 0 "" 0 0 ---- d 0 c 0 ""' 0 "" 0 0 e 0 c 0 ""' 0 "^ 0 0 f 0. c 0 "" 0 "" 0 0 7 VftbAsad North Z7.6 222 2 ---- 39 0 ---- glass doors NE44W 51A 18T2 0 ---- 0 0 ---- Coofng EW 0.0 0 0 ---- 0 0 ---- SEGW 54.3 4008 13 ---- 621 15 ---- 711 South 0. "" 0 0 ---- 0 0 ---- Ho z 0.0 0 0 ---- 0 0 ---- 8 Other doors - a 11A 199 1Z7 0 0 0 0 0 0 b 0. 0.0 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 9 Net a ,14B 4. 27 0 0 0 c 0 0 0 epoeed b 12C 2 1.9 342 985 655 105 3l}2 2]4 209 602 40B Ovals and c 13C 3. 1.2 125 47 0 c 0 0 0 partrtiors d 0. 0.0 0 0 0 c 0 0 0 e 0. 0.0 0 0 0 c 0 0 0 f 0. 0.0 0 0 0 c 0 0 0 10 Ceiings a 16D 1., Z2 510 855 1135 150 254 334 192 326 427 b 0. 0.0 0 0 0 c 0 0 0 c 0. 0.0 0 0 0 c 0 0 0 d 0. 0.0 0 0 0 c 0 0 0 e 0. 0. 0 0 0 c 0 0 0 f 0. 0.0 0 0 0 c 0 0 0 11 Floors a 22B 13.1 0. 774 0 0 0 0 0 (Note: room b 19B 1. 0.c 460 589 0 0 0 0 0 c 193 1.1 0.c 0 0 0 c 0 0 0 �s dism d 0.c 0.0 0 0 0 c 0 0 0 for stab a 0.c 0.c 0 0 0 c 0 0 0 floors) f 0.c 0.c 0 0 0 c 0 0 0 12 Infiltration a 26.9 8.5 9c 23G21 769 15 399 1281 15 3991 128 13 SUADIalbss=i+8_+11+12 ---- Im ---- ---- 1510 ---- ---- 1881 - ---- - Less aftnalheafig --•- 0 ---- ---- c ---- ---- 0 ---- ---- - Lem Irai do ---- 0 .-.. - c -..- ..-. 0 .--. - .-.- Heabng � 14 Dl 10° 103 ---- 11YA 151 ---- 1Wc 188 ---- o ---- 15 Total loss = 13+14 ---- t ---- ---- 1661 ---- ---- 16 Int gars: people ® 300 c--'- 0 0 ---- 0 0 +16 1200 0 0 17 SWU RSH gai�7+8�.+1 9716 ---- ---- 1325 ---- ---- 1673 ---- - Less 84emal moirg .... .... 0 -..- - 0 ..-. -.-. - .-.. Less transfer ---- •••• 0 ---- ---- 0 ---- ---- ---- ---- Coofrg redisL'bution •••• •••• 0 ---- ---- 0 ---- ---- ---- - 78 Dud gain 101 '--- 872 1f7/ ---- 133 f 167 0 ---- 19 Total RSH g*r-(17+1p)-PLF 1.00 m 1.00 ---- 1459 1.00 --'- 1840 ---- Ai requued (dn1) -'-- 0 521 1 --'- 79 ---- 0 100 --'- Printout certified by ACCA tD meet all requirements of Manual J 7th Ed. wrrrgFrltSoft Rlght-Suite ReeldentlalTm 5.5.06 RSR26013 2002-May-22 16:26:54 A�'+` E:\Fllee\DR HORTON 2002\2879\2879.rer Page 4 1 Is ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.0 The higher the score, the more efficient the home. I. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 4 _ 5. Is this a worst case? No _ 6. Conditioned floor area (W) 2872 ft' 7. Glass area & type Single Pane Double Pane _ a. Clear - single pane 319.0 ft' 0.0 ft' _ b. Clear - double pane 0.0 ft' 0.0 ft' _ c. Tint/other SHGC - single pane 0.0 ft' 0.0 ft' _ d Tint/other SHGC - double pane 8. Floor types _ a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) ft _ b. Raised Wood, Adjacent R-I 1.0. 460.0ft' _ c. N/A 9. Wall types _ a. Concrete, Int Insul, Exterior R=4.1, 876.0 ft' _ b. Frame, Wood, Exterior R=I 1.0, 785.0 ft' _ c. Frame, Wood, Adjacent R=11.0, 622.0 ft' _ d N/A _ e. N/A 10. Ceiling types _ a. Under Attic R-19.0, 2091.0 ft' _ b. N/A c. N/A _ 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup, R=6.0, 320.0 ft _ b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Cap: 58.0 kBtu/hr _ SEER: 12.00 _ Cap: 58.0 kBtu/hr _ HSPF:7.80 _ Cap: 50.0 gallons _ EF: 0.86 _ PT, _ 1 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) OQ-VHE ST,��6 in this home before final inspection. Otherwise, a new EPL Display Card will be completed Av.,, a Q based on installed Co a co n liant feat res. Builder SignatureDate: /0-5 Address of New Home: J / d cc City/FL Zip: ��Cf[ I �-- C00 wp W *NOTE.- The home's estimated energy performance scorJor is only available through the FLARES computer program. This is-w a Building Energy Rating. If your score is 8 greater (or 86 for a US EPA/DOE EnergyStar designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 32116.38-1492 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 v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2872.0 25.78 13327.2 Single, Clear W 1.0 10.0 32.0 57.68 0.99 1835.8 Single, Clear W 4.0 15.0 8.0 57.68 0.90 416.0 Single, Clear W 4.0 7.5 10.0 57.68 0.72 415.8 Single, Clear S 1.0 15.0 16.0 48.22 0.99 766.3 Single, Clear E 1.0 17.0 16.0 63.97 1.00 1020.0 Single, Clear E 1.0 22.0 16.0 63.97 1.00 1020.6 Single, Clear E 1.0 13.0 53.0 63.97 1.00 3374.9 Single, Clear N 1.0 5.0 10.0 30.19 0.96 290.4 Single, Clear N 1.0 7.0 23.0 30.19 0.99 684.1 Single, Clear E 1.0 10.0 15.0 63.97 0.99 954.0 Single, Clear W 1.0 12.0 30.0 57.68 1.00 1722.9 Single, Clear S 1.0 6.0 60.0 48.22 0.94 2731.5 Single, Clear S 1.0 6.0 15.0 48.22 0.94 682.9 Single, Clear E 1.0 10.0 15.0 63.97 0.99 954.0 As -Built Total: 319.0 16869.3 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 622.0 0.70 435.4 Concrete, Int Insul, Exterior 4.1 876.0 1.18 1033.7 Exterior 1661.0 1.90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4 Base Total: 2283.0 3591.3 As -Built Total: 2283.0 2960.6 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 Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2091.0 2.13 4453.8 Under Attic 19.0 2091.0 2.82 X 1.00 5896.6 Base Total: 2091.0 4453.8 As -Built Total: 2091.0 5896.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 173.0(p) -31.8 -5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p -31.70 -5484.1 Raised 460.0 -3.43 -1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: -7079.2 1 As -Built Total: 633.0 -4656.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 M SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2872.0 14.31 41098.3 2872.0 14.31 41098.3 Summer Base Points: 55516.3 Summer As -Built Points: 62355.9 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier (DM x DSM x AHU) Credit Multiplier = Cooling Points 55516.3 0.4266 23683.2 62355.9 62355.9 1.000 1.00 (1.087 x 1.150 x 0.85) 0.284 1.069 0.284 0.950 0.950 17991.5 17991.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.30 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 2872.0 5.86 3029.4 Single, Clear W 1.0 10.0 32.0 13.25 1.00 423.7 Single, Clear W 4.0 15.0 8.0 13.25 1.01 107.4 Single, Clear W 4.0 7.5 10.0 13.25 1.05 138.7 Single, Clear S 1.0 15.0 16.0 9.90 1.00 157.8 Single, Clear E 1.0 17.0 16.0 12.37 1.00 198.4 Single, Clear E 1.0 22.0 16.0 12.37 1.00 198.3 Single, Clear E 1.0 13.0 53.0 12.37 1.00 657.7 Single, Clear N 1.0 5.0 10.0 15.07 1.00 150.3 Single, Clear N 1.0 7.0 23.0 15.07 1.00 345.9 - Single, Clear E 1.0 10.0 15.0 12.37 1.00 186.3 Single, Clear W 1.0 12.0 30.0 13.25 1.00 397.2 Single, Clear S 1.0 6.0 60.0 9.90 1.01 598.8 Single, Clear S 1.0 6.0 15.0 9.90 1.01 149.7 Single, Clear E 1.0 10.0 15.0 12.37 1.00 186.3 As -Built Total: 319.0 3896.6 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 622.0 1.80 1119.6 Concrete, Int Insul, Exterior 4.1 876.0 3.31 2895.2 Exterior 1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2.00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6 Base Total: 2283.0 4441.6 As -Built Total: 2283.0 5584.8 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 Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2091.0 0.64 1338.2 Under Attic 19.0 2091.0 0.87 X 1.00 1819.2 Base Total: 2091.0 1338.2 As -Built Total: 2091.0 1819.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 173.0(p) -1.9 -328.7 Slab -On -Grade Edge Insulation 5.0 173.0(p -2.40 -415.2 Raised 460.0 -0.20 -92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: -420.7 1 As -Built Total: 633.0 412.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge&FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: ... PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2872.0 -0.28 -804.2 2872.0 -0.28 -804.2 Winter Base Points: 7758.4 Winter As -Built Points: 11167.4 Total Winter X Points System = Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier (DM x DSM x AHU) Credit Multiplier = Heating Points 7758.4 0.6274 4867.6 11167.4 11167.4 1.000 1.00 (1.078 x 1.160 x 0.87) 0.438 1.093 0.438 0.950 0.950 5073.5 5073.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeBVFIaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS TM, 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 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 23683 4868 10256 38807 17992 5073 10495 33559 PASS_ EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft, window areas .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 we foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, Chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 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 reqls 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. ' 60-22 f)THFR PRFSCRIPTIVF MFACI IRGC /mncf kn m + ^r nrwe A. A k.. ..11 .....I.1.......... COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal 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. _71 Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeWFIaRES'2001 FLRCSB v3.30 Iwcd i 10x10 rag 8' �� 16x16 rag 3•y FAMILY MSIR.BR BTH 12x6 Iwcd ] 4' bath duct to roof cap 170 10x6 Iwcd w/fan-light ® 5' 75 I 7' 10x10 4wcd 45 6' 11 12x6 Iwcd 10x10 4wcd 11 10x6 Iwcd 170 15 14'x10' 6 45 it 50 7 u 12x12 a II NOOK ® SI T T IN >a 4 12x6 Iwcd 6 9' 8 b 145 �7-L Itiu 16' O A DINING e' e' Y AftI13 14x8 Iwcd 14x8 ]wcd 210 210 I 1 r L _ _ scale :1/8'=1'0' LIVING I 3' bath duct ] ® to roof cap x4 1 w/fan 5 8 Iwcd a 42X42 A/C SLAB M, a 15 BY BLDR MIN LL,.jJL 5 23 x wcd 2' FROM WALL 5 LDY Vic 4' dryer ducc) A/C to roof cap IN PAD PAM `ezn�wwn �m z-� 5.0 TON V/10KV @240V 1PH 18x16 plen 24x18 rod platform by bldr GARAGE •4 A a ENGINEERING PACKAGE ,)Ak, BUILDER: PROJECT: ]MODEL/BUILDING: REVISION DATE: /"6/oy- G 56-- NEW LOAD: 401 CARPENTER CONTRACTORS OF AMERICA, INC. vr— 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PPH(800) 959 8806 FAX (94 ]) 294_ 7934 /� p 1' B - .. �;,�• 1�+...!•i�, 11..'., .,=►.�_}a-.��Ar' I �_���f��f�'��'�t_` �s4!'��©Ffi� V'gl�1i �B 14, I:tNS' •� ,l.1tl;N7: IIIS' �,...1�I 17l .,{ . r (y,1p AR � p - _ '',•.. • .. iRitL.F'M!��oof',�S� 7.Q .SpW!I�i"1`ci�y N• .� i- Jv� ' `:•'' --G�A.'T[-ARE ;, AN[ II(lR w7iiwr peci$ �noII ibelrrBr gWla �?sliBB (dr�iy" 'F' 9 e,ili ts; g.sliow LEES a } ,ic/ilvli:►Nc4� ---- --- 1. - R :RES1•RpI`NTIt 'E -� ire rtnd'allr ' ,'•� e. talcFilrip 'L ATE[i1K'[;id r' a .Q _`o � 1 n• t � * '} r' oq i RACI . _ . __ ��� -G...I? } N�.:�.. n�:• � HK��-fit iii�in-;h", ��.: 'mhte.. Dia.9... .. ti ,', 1. .'1ir$eH;: ��CIR�' I?►i."au•e :ax�'..2. 1 f .� r{ii' )°•, tile t ends Q� ti •� g.:. 1�4��'�.' �,r _ •.1.: la:•-. G,,oil' 1i1 US'E. ME`! It'OD :StIOWH`:�T::.,..: !Whla�::a�_.atda Q'"TQP_- :(� 'p :prds;.• The- liar oral + r !�I!4uE.;,ar�lilxiclip;: • ap 9 r:l l i m�anphl' Ycl�pi Nl ' ' '•U' :f : ®, OR' AN�YI'll�R+ U'raGe' ' 4? be :atxl-.4p a .'pp' °one -fBCe of ule'b 1i12m'bQ.Y._ .RI i r :, yhpimlyd�iyil'tiuFKllna• :STRUCTIIRI�LY SQUND + .+ ±tl;!RMa.i . %il-_sinaiuddia�viiig.i37a g "U:'iaoma 1Mn�. 'N['1•IIOP.'. S�'L(:I`BIEp .IIyF p. �. 4 tipw,rra'rious'- ofantltora ccrrestraiols'for :i.. 98 !p'. bracing Is F , . f top Ptmus I�icnl"t>tgcin6 ATi ihp lj'p 6nc�rc Ibc �vcb luctal g [;S$:IPNAL ENQIN6hylt: - +—=Q�ailrp'4.14Iunal 'O11"'A. CIIITi'C'P, 'ni4ar Y:�'dlB?W11` t'S1'AS:JEg�ip`ff, iborixonlilplanc.A'Sde�ee °`�: MAR "• -. � T '.- �'. �cvia`Ilpo V iaucitltilly Ai:�eep►Ablg,� ��!h5,devl.noa.l7 6(ucer liiari3 dcQleea, a p_p scco9d dje 9pl1 brAce s}iill`pf? dSd s!tf1, •i tp mi "Rio CL II �•- ,.: p 11`. tiol6 cP�7:of Ulis diggGPa1°6vtC:?I101�bc yuhorcd hiiU'2=" 16d'couunon nails. FINK STYLE .1XAMi'I.L :ADJACENT p. :tiN}:1tAFlA`C, SxI�Y : HLI&I;ATNG„YI�h♦'S;LS"+StEit; 1219Si@tlE1'i. 'Dli`A@E�i'iRG'S'l'RA' ITT. TRUSSES ' � ���Q�h—ji`cl4��g��'N>;aY-ia°iOf►°Hf`'Foc WT!PI'II1J'.}�!IIF,'SUNII'l'� .�,,3.A :&. B� ��'$�IS$,OtLS - _' ; h •r STYLE)' oklj'e.`t`Yne¢: of twal's) . / ailYaminp �itliRl�p�?l4 :bugill+!P aCv4'rii lon! p- i Q I• P m aril Inl,+ .kl- .. !or'v��f49''1''.:'aK w•b � -,,' - �•a. - •.� ; :;y±oll=i;l�[�In�_I�liial '•i� , .n.i �n :�b[-Pln - •� •� ~•�' - 1' 'Iri-itch ' 1 ii" n 1 ..r ' . • � - % � 9' S- Yt r} aj ;._ l/.h.ttMlin '• .� 11('-..`:, - Cslniln o8l�uyralb,aca _. . .i. r t' - - _ ,2ic'a>�5'�;.p,i);aC4d<9iid• '�• � :,r... =p' ' %Cor111nuutrs jai ralimarlgp. r. `i -'of!porll�,�lil"pl;wd!P_f�,t�nla •, al - �f . �—'Colnharilon'wab•%I,i!Ilr�l'moviqu�M;lul}I�aliquld - , y ,. lal + • '=i='�'-*�ieci' cli;�yl•Fh':�17j-16a:ri�lla - -� _ � \�. - �- �,-�Dlagohal:Or�cr�auy'`trapira•` _ PA �44�1A�+,R['��b or .(z3,��'•�iJG':�f2���: ' -`' _ ru•Ngi, depand'Ltr , 'A � �}I�ur;'''latar&I- brans'. ;:�2'RLyI' 3�LBI01: t a='.5•r-- . A : l-{t�`.�'.3Nc.�:d�. -`:n: a „�dv _ _ '� ".l."�'i:•a--i• .,} ,at .I! 't . , 47 •Qi '1? k'O_ .', •• Ili_•.: �,. � o:• �, ; This is a recommendation only. Permanent liracift for all structural elements and anchorage to accompliSh �.D13%1;:. .137 the transfer of the loads to other structural dlemeruts of the building to achieve total structural integrity is the ' hLiFIG WLB- ' 'TRUSS`' :"'= responsibility of the building designer per Florida Building Code. ciii August 19.2002 Mr. Jim Nick Carpenter Contractors of America 3900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Number of Nails Increased by 20% Dear Jim, As a guide for calculating the spacing of nails when substituting pneumatically driven , 0.1.28"x3.0" nails for 16d common nails, increase the number of nails by 20%. This adjustment applies to both lateral and withdrawal values. A "v" pattern is acceptable for staggered nailing as long as the horizontal distance. between nails is maintained. The following table lists appropriate nail spacing for the connection of girder plies. SPACING OF 16D COMMON NAILS SPECIFIED IN DESIGN 2" O.C. 4 5 6 7 8 9 10 11 12 13 14 15 16 SPACING OF 0.128"X3.0" PNEUMATIC NAILS 1.7" O.C. 2.5 3.3 4.2 5.0 5.8 6.7 7.5 8.3 9.2 10.0 10.8 11.7 12.5 13.3 Please note that 2-ply girders need to be nailed from one face only. Note: The nail spacing of 4" O.C. for web bracing to be the same for 16d common nails and for 0.128"x3.0" pneumatic nails. �� t Sincerely y,� •Z �?,J. No.22839 Walter P. n�, P.E. STATE OF Senior Chief Engineer ��,�f;'•.� RID 0 P..'� N AS2 ALPINE EE ENGINRED PRODUCTS, INC. �'/ 11 L 1 t %%% 1950 Marley Drive • Haines City, FL 33844 • (863)422-8685 • (800)755-6001till JOu: l.PE1GKeu TItlU'iTCFlair uCLull R2 1-111S DRAWING SPECIFIES REPAIRS FOR A TRUSS WITH CRACKED WEBS. WARNING: THIS DESIGN IS VALID ONLY FOR A SINGLE PLY TRUSS WITH I)AMAGEO WEBS OF 2X4 SIZE AND G3 $0. PINE GRADE. IN ADDITION. A MAXIMUM OF 1 CRACK PER WEB AND 2 CRACKED WEBS PER TRUSS ARE ALLOWED. CONTACT THE TRUSS MANUFACTURER FOR REPAIRS THAT 00 NOT COMPLY WITH THIS DETAIL. (B) - DAMAGED AREA, 0' MIN, to 12' MAX. LENGTH OF CRACK' IN WEB. (S) = (2) -2X4 SO. -PINE #3• SCABS. MINIMUM LENGTH OF SCAB MUST 6E THE GREATER OF: 1. 68' + LENGTH OF DAMAGED AREA (a). MINIMUM OF 34' ON BOTH SIDES OF THE DAMAGED AREA Or 2. 80% OF THE ORIGINAL WEB LENGTH ATTACH ONE SCAB TO EACH FACE OF THE WEB WITH A DOUBLE ROW OF 10d COMMON WIRE NAILS SPACED 4' O.C. STAGGERED. REFER TO NAIL SPACING DETAIL FOR ADDITIONAL NAIL SPACING INFORMATION. NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGNS AND SPECIFICATIONS. R2 THE REPAIR SPECIFIED ON THIS DRAWING MAY BE APPLIED TO VERTICAL AND DIAGONAL WEBS. THE DETAIL DOES NOT SHOW A VERTICAL WEB ONLY TO KEEP THE DETAIL EASIER TO READ. G (I0d NAILS: DOUBLE ROW. STAGGERED) + - BACK FACE )' Tr�ltD.A• D.C. 0 - FRONT FACE +TO + 0 + 0 0 + 0 + 1 0'.4� 0+ 0+ 0+ 0+ 0 (- 1• D.C. �{ NAIL SPACING DETAIL TRULO R2 Revised CLR 3/22/2001 T --�---------------------- 0 1= o 0 0 0 )(HIMPORTANTHmAt""" E1SIIEERED PRDTWADi1. )M. WARNING 'TTEI6 CAw TC Li- - PSF. CRACKED WEB DETAI SHAL1. TOT BE PESMOSIBLE FOR AIN 111 IWLLIIO, EIECllall UID G =1 [� O OEV1671011 FROM THIS DESIGN DR 1HESE SPECIEICATIOIEI, On A1N BRACIHO. SEE 11111-91 BY TPI. SEE THIS DESIOII � .. P!�/,y TC DL - -PSF' DATE 09/02/94 FAILURE To BUILD 'Im 7RU55 III CDIFDPRAIACG PITH OST61 BY TPI. FOR ADDIn0N4L GPECIIL MPIIAIXIII BRACING RN ��. (►�IF1��,� — G7 O C= [= ALPIIIE COMECTOO Ane IUDE a 20CA CALV. 61ETL IDYTHIG A1TY OUIRBmIFS. ISLESS OTHERWISE AIUICATED, Top ; V Ar BC OL PSF ORW HC25094073 O O _ O O A446 OR B EXCEPT AS ISOTED. APPLY COWECTORS TO EACH FATE OF CROAD SILLLL BE LATERALLY BIUCEII WITH PROPEN {11 J,l 2a BC LL 'PSF' FL•-ENG Ic' / ALPINE IRMS AM IQLESO OiHEg1ISE LOCATED o11 THIS DESi611. POSITIGH U A1TiCIt]) a.n1U0D SE411111b. 001101 CH ORn N f'WI I C= O COMECTOnG PER DRAWFIIc! 130. 150 C ICOA-F. BE61GH 6THWA1W S HIM PRDPEM.Y A'IIACIEO RIGID CEILII16 -- SEE 9 .2 TOT. LO. PSF O •, STATE OF TRUSS O SEAI.CWF�d1 THIS MAWN/ApPLICi811Li APPLIES TPROVISIOO THE CCOW'Ot1E1H DEPIOTEO EEIIE FAPMALLTIE TEAPPLICA7HVJ..4FUiIIOH/AIL01 OP:i is S� _j o ri o /pypL� DUR.FAC. - O,•�®� L7 O O ,p III ONLY AIO EIW.L HOT DE RELIED 1D011 111 ANY OTHER HAY. DESIGI TO T12 TID69 EIECIIgI CgRRACTOA54 . �^ l--1P7 TPUSS PLATE IIIST1TUIE. WOS - 1991 1UTI@UL BEST611 FIQA f. COSTA T1911 `—'�— SPACING 24 • D PAGE 50 (SCAB D11 DETAIL - ,1WC / 1111ISSES 81111.1 PER 1II1S IIEFAII UESIGNEII I'D BE USF.11 FOR THE FOLLOWING: UP TO 140 llPll HAY HIND. 30.0 FT MEAN 11G1, ASCE 7-98. ENC. OR PART. EIIC BLDG. LOCAIED ANYWHERE IN ROOF. CAT II, EXP 8 OR C. I41110 ICOL-5.0 PSF, WIND BCOL-5.0 PSF. ' ATTACH ONE SCAB TO FACE (IF TRUSS WITH 0.128'X3' GUN NAILS AT 2' O.C. STAGGERED THROUGHOUT TOP CHORD. SCAB TO MATCH THE SIZE AND MATCH OR EXCEED TIIE GRADE AS SPECIFIED Off THE ALPINE DRAWING. NOTE: FOR 130 MPH DESIGNS, 2001 ADDIIIONAL UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. NOTE: FOR 140 MPII DESIGNS. 300j ADDITIONAL UPLIFT CONNECTION REQUIRED TO UPLTF1 AMOUNT SPECIFIED ON ALPINE DRAWING. T+ ALI "HATE I.OADIN6: 55 PSF@1.73 OF; 511 PSF@].25 DF; 37 PSFEIl.25 OF PLT TYP. Wave TP1- A Rlpi it Engineered 1`10611cls,111c. H.hsw City, Ff. 33844 171 !'—;Gray. nF Am ■ cc -A THIS ONG PREPARED FROM COMPUTER TIIPUT (LOADS C DIMEBSIOUS) SUBMITTED 0Y TRUSS HFR. 2-0-0 OH MAX I L I 1 I 1 1 21- MINIMUM �I 1 I I I 5 Design Criteria: TPI(STD `YARNING•• 1NUSSES RFOUIIF FITIENE CAFE IN FABRICATION: HANDLING, SNIPPING. INSTALLING AND OR AC ING. INFER TO IIIh 9I (HANDLING IHSTAIIING Add DIACING), PUBLISHED OY TPI (7NUSS PLATE IRSTITUIE, SB) O'OHOFRIO OR., SUITE E00. MADISON. NI 53119). FOR SAFETY PRACTICES PRIOR 10 PE 7IIF SC fUUCI(ONS. OtlLESS D111EIVISE IRDICATEO, TOP CIIOID SHALL tlAYE PROPENLY ATTACHED SIRUCIUTAL PAdfI S. BOTTOM CIIOID SIIAIL IIAIE A PI OPERLY 11 JACUI RIG10 CE II ING. " IIIP ORTANI'•� IUBH)SII A COPY OF 1111S DESIGN 10 IUE INSTALLATION CONIRACTOR. ALPINE ENGINEERED /RODULIS. INC. SHALL 401 1E RESPONSIBLE FOR ANT of VIATION FIDH 11115 DESIG111 IN FAIL TINE 10 BUILD THE TRUSSES 11 COHFORMAUCE N1111 IF 1; OR FABRICATI NO. HANDLING, SNIPPING, INSTALLING I. OIACIUG OF It USSES. THIS OFSIGH CONFORMS NI10 APPLICABLE PROVISIONS OF NOS INATIONAL DESIGN SPECIFICATION PUBLISHED BY TOE AMERICAN fORE5I*A10 PAPER ASSOCIATION) ADD IP1. ALPINE CONNECTORS AR[ MADE O1 ROGA ASIM 1613 GlAO GALY. SIEE1, INCEPT AS ROIED. APPLI CONNECTOR$ TO IACO FACE OF TRUSS, AUO UIIISS OIIIfRVISE LOCATED ON TNIS OESIGY. PO'II10I COUNECIONS PER ORANIUGS 160 K.I. THE SEAS ON 11115 ORAVINfi INDICATES ACCEPTANCE OF PROFESSIONAL ENGIDEERIU6 R15POIISIR111TV SOIFEY FOR 111E TRUSS CDHPOUEIT DESICD SUOVI. TUE SUITAOU ITY ARD USE OF THIS r.OMPONINI FOR ANY PARTICULAR BUIIOING IS III( RESPONSIBILITY Of THE BUILOING Df Slfilfl. PER uu rrn I.IONA crrrinN a i - TC I-L 30.0 PSF TC UL 7.0 PSF BC 0L 10.0 PSF BC LL 0.0 PSF TOT. LO.++47.0 PSF N.M. 1.33 SPACING 24.0" ©1 REF 11081--0 DATE 11/06/01 DRW MCIISR081 01310276 TIC-ENG /JWC SEQN - 24952 GLIB WEB '13:I AC.I-� SUBS'I':I:rl:'U. _ ON THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE. FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 I ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, I. BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING • RA \ L-BRACING: APPLY TO EITHER SIDE OF WEB T-BRACE OR NARROW FACE L-BRACE ATTACH WITH 16d NAIIS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH , SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH IOd OR .128"0" GUN SCAB NAILS AT 6" U.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH It ..WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER 10 HIB-91 (HANDLING INSIALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'OHOFRIO DR.. SUITE 200. MADISON. V1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OIHERVISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHURD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT-■ FURNISH COPY OF THIS DESIGN 10 INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRO INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE �ALPINE7O BUILD THE TRUSS IN CONFORMANCE WITH TPIH OR FABRICATING. HANDLING. SHIPPING, INSTALLING 7 L BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFtPA) AND TPI. ALPINE CCUINIC70R PLATES ARE MADE IF 20/18/16 GA (v,H/S/K, ASIN A653 GRADE 40/60 (V,X/14,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, (LESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z ANY INSPECTION OF ALPINE ENGINEERED PRODUCTS. INC. PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SCAL ON THIS POMPANO BEACI I. FLORIDA DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR [HE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/IPI I SEC. 2. T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 579,640 TC LL TC DI, BC DL BC I.I. TOT. LD. PSF PSF PSF PSF PSF REF CLB SUBST. DATE 02/18/03 DRWG BRCLBSUB0203 —ENO Ml,fl/KAR A58 DUR. FAC. SPACING ,n,j — rncrnnw — —r u,— n,r u- µunu.o " u, ncn„un.,/ ov I Ic of ,nu— nr". (75281-5U5 / 2879A,B,C,0 ( 12 ) L2) Top chord 2x4 SP #2 N 120 mph wind, 11.10 ft mean hgt, ASCE 7-98, CLOSED bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP B, wind TC DL-5.0 psf, wind BC DL-5.0 psf.- Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4X4= Deflection meets L/360 live and L/240 total load. -(�3}9-0-0 1-0-0 1 1-0-0 I 8-0-0 _1_ 8-0-0 _I 16-0-0 Over 2 Supports _I R=646 U-232 W-8" R-646 U-232 W=8" 0 PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.00.0130.16 QTY:4 HI 1 E - Scale -.375" Ft. 'WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R O 8 1-- 7 6 4 6 8 BRACING. R[FER 10 HIB-91 1HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I NsiI TOTE. SBJ D'ONOF0.I. D0. .. SUITE 200. NADISON, NI 57719). FOR SAFETY PRACTICES PRIOR TO — --'— — -- PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED p F T C D L 7.0 P S F DATE 0 5/ 2 6/ 0 4 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPOR•• _`.�E Y'' j1F'• �• y --- FART FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED,,......... BC DL 10.0 PSF DRIJ HcusRoel 04141AZ0 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO *!� N0. �* -1 BUILT THE TRUSSES IN COMF ORNAIICE WITH TPI; OR FAORICAT[ IIG, HANDLING. SHIPPING, IN57ALLING AND �yM� N/ril BC LL 0 PSF HCC=ENG JWC_/WPF ALP I NE J BRACING OF TRUSSES. THIS DESIGII CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _-_0_ _- - SPECIFICATION PUBLISHED BY THE AHERICAII FOREST AND PAPER ASSOCIATION) AND rPl. ALPINE CONNECTORS ARE IIADE OF 2OGA ASTH A65J GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 10 Q;• STATE OF %� .A,••�OpI�P .t TOT . L D . 37.0 P S F S E Q N - 12896 Alpine Engineered Products, hTc. Haines City, PL 33844 E ACII FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER _ DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1ESPONENBIFOR YASoPARTICULAR LEBUILDIIICOMPONENT 0.ESPONSI SHOWN. THE BILITY OF THE SUITABILITY LDING S 14D USE R. POF THISCON ANSI/TPI 1-1995 SECTION 2. _ �C�dNA4 ` FROM G S B D U R . F A C . 1.25 SPACING 24.0" JREF- 1SD8081_Z50 . n�a uwu rncrnncu ,nm, war u,cn n,r u, Twnw . uunnu,m al wun,,,cu u, Iowa ,,, n. (75281-5U5 / 2879A,B,C,D ( 12 ) L1GE Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. REFER TO DRAWING HCUSR081 01306184 & 241 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL'WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 4X4 = 120 mph wind, 11.10 ft mean hgt. ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TIC DL-5.0 psf, wind BC DL-5.0 psf. Deflection meets L/360 live and L/240 total load. 6� —16 e i o o e 9-0-0 L/ 2X4(A1) 1 0 0 1-0-o I 8-0-0 I 8-0-0 I 16-0-0 Over Continuous Support �I R-81 PLF U-29 PLF W-16-0-0 Note: All Plates Are 2X4 Except As Shown. rvn 1.1..— TOT ri—i— rnif• TDT-100gYCTn1 7 nn n1'Tn tr, nTY•1 a SralP =_375"/Ft_ BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE *;WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING ANDE. T C L L 2 D. D P S F R E F R 0 8 1-- 76469 DATE 0 5 / 2 6 / 0 4 INSTITUT5B7 O'OHOFRIO DR.. SUITE 200. MADISON. YI 53719). FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERHISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED SIRUC TURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••11iPORTANT— FUR NISI) A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 q%A, P.Fj �• �1FIG,•;Ir �'iCP F ; a , 2 �Q 1 T C BC D L DL 7.0 10.0 P S F PSF _--- DRW IlcusRoal --- 04147AZ2 H C- E -_— N G J W C/ W P F ALPINE I 7pine BUILD THE TRUSSES IN CONFORMANCE NIIH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACINGOFTRUSSES. INIS OE SIGII C011FORM5 H17H APPLICABLE PROVISIONS OF IDS (NAi1011AL Df SIGN SPECIFICATION PUBLISIICDBY 711EAHERICAN FOREST AND PAPER ASSOCIATION) AMD iPl. ALPINE AREfIADE OF 20GA ASTHA651GRAD GALV. STEEL. EI[EPr AS NOTED. APPLY CONNECTORS 70 EAC11FACEOF IRUSS. A110 UNLESS OI HERYISE LOCATED ON 1111SDESIGN, POSITION CONNECTOR5 PERA N �1 1 7 1�J i7`. SUS OFCONt1EC10RS 0�• �;• B C TOT. L L LD. 0. 37.0 0 P S F PSF ___ SEQN- 12894 — _ D U R . F A C . 1.25 FROM G S B Engineered Products. Inc. ilaines City, F1, 33844 DRAHIIIGS I60 A -I. THE SEAL ON THIS ORAHING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE IRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ANSIOTIP;" 1F/995III PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S���A� SPACING 2 4. 0" _ J R E F 1 S D 8 0 8 1 _Z 5 0 LNG.LNLERING .�:�:�:�o Syr C�,: ___ .40"] �,L/BIJILDI- N E INC. 1V 1 CON'TPACTO.R-S Of AMT' C'A*R])L-N"'.I*'.F-!, -F.I'lOXfDA 33880 PAX (941) 29-4-703-4, DaVOW Norris Engin-eering.4a Engineering and Draft i g derv--:�es Resiaeziiai • Coiraaer^ai ?'am & Eng. • Insre ons • Permi�iig • 5?edaiizing in Church DesiS: 112 Coleman Road. «mom I- avea. FL 33880 Phorac-- (941) 29G-1G4•Q pac,Q- ;941; 965-E956 _ 3eS.' WS`ci:Gi:=arvoidable -3 ^0= 71:i'S:GS! BOG= t'',=e c'_love =0 e-_e: _ :G t-0 a SaeO_T_ leO Z^`GL•� � / td:r: 1@ S -- � - _ f_ t= s�waes=y , t =e-c=====e ce _ri ce _ect:e : arnc: a smec ' - _ "_ m a_SLP:e _ M= c L: e = OCdC: 1i`? that Gi2y 'cG_% . iZe t e a^.pear o.0•= e 0 -nO':- 09m^? o . 2 Ii n-•-A �e=lmc=-� ai=fe=en=e Wo�� be hte »sty 1h_�tior� o= rr :11 C'$�) ^. !�OSCKS^5=-grg Z " t:::04y`LOt = k O g•. - _ d 1 oac Th- or. 2r ea of cone=r_^. �?=nor to and , V! na ^-y nea - - rS lOL'1'? i^.e ii?"+EQ t.0 each '"r''35 Fi- tom`+') y�V��OQ• b• ..-:;-n.rbackJr" yL o 1f �R �,-�,+:'1- V^,- �. � �• :. Jl��'�a��..}� OGT id�_S• StmC`{a- -'_r_� 0+,1a' P - i - - 7 'leU ar v_V'WOOG S=:vI1G•,aakS, /- X jL �vu-:?_----=1= Str itriu�..�Y.S may_A ^ The 2 x E s�.:_'a..e - � — S �Elil^_ h :ia=! aC �O oaO= C= �_SS W ; _ i bG %a_ 5 StO ea0_. t=uss. , ner .,_ther Cho:c_ Of s __o^chacxs s - L - 1 c:l^ provide, c mCre �raifc= ..=-L=..:�. R'L;S �n ^K �iracl=l LL1209=1=1 is cQG��_O �O a _!• De- am -art St :Ga' S _ Cis=1'�'_iLSv"j ir2:�I;G S�eC_:-e�+ �V_•"'21if1�-1Cj _=5:�yP.e: and�O: =rSS= :.3Lu=3C�l:Ter Will not c:a�'er9e1v z==9C= the '_J@��D�LdACe r ar cf t_us-ses in. a rav . r -� mgSe fee ''_eg t c :_.:2t3C.t BohO YOU _,a��e awry cest_c �., - --_ _ _ :y-�"•i.�.�A.`-.s 1G :� Ca —pent CO:tZac_Ora OL c__v�l ... .1 �r. tA��) a449. since-- e?- v 11 December 12, 2002 Cam' enter Contactors of America.; Inc. 3900 Avenue G, NW Winter Haven, FL 53880-6201 P,e: Existing CCA Truss Designs and the Florida Building Code Existing CCA truss designs that, meet the wind loading requirements of the Standard Building Code for: • 100 mph ;vastest -mile wind speed • Residential constrncaon • Enclosed building . do meet the wind Ioadine requirements of the Florida Building Code for • 120 mph 3-second gust wind speed • Residential construction • Enclosed building • Exposure B If you have any questions or if I can be of further assistance, please call me. A,rr�i Sincerely. ��� o�� y�.. P. F/,y -�; GER►1�IC�'L r ` 22639 No. w i 12-12-02 Walter P. -Finn; PE + :, ST�st OF��� r c- Serior Chief Engineer0/0 WA43 10111►uu`� 0�� ALPINE ENGINEERED PRODUCTS, INC. IQ.;n Mariry iirive • Haines City. FL 33844 • (863)422-8685 • (800) 35-6001 ` This Its A .DaArBywomin Geyeidlilmo �II.►t1111.p I o l m.-w .trl 1 II f... -- PA I (.l1RIi, ANCHOR Cdnplenlun w.hn / Oil RESTIcAIll THE hlclulw. f.A'1'ERAL 11RACIN111 Owilluwut 616141 toscln0 IISE 41Ln'IIOp\1 SIIOWII AT nl■blldul pect"s.1 l L1 \?� b 1g), OR ANOTIll it poodle hlwld LucklLlq S'1'RUC-19IIIALLY 5011/111 ul •U w.b m•Inbuc •1 live saws tons. !11':1'IIUIT SPECI F'l EI) By PROVESSTONAT. L•'N(;JIIEER - a..drptoo lrlirl.l oil AttuivrEcT. A1,101011AGE nY IIUILIIIIIGUE:iIGIRM (Ot:her anchorage proviulow; for olllor tYpu� Of Walla)- ,--- Sllaalldnp C.._s f=3 1—„ =3 C=) =1 r--i c-1 L_ _J r'i Ci ALPINE l� RUSSo� to Co rJ 1-1 CCa 1C:1 L-Y olepe Iby hulldlno ".,I I.m. cull') end -I.itldns Worst nq. Ih.l ally pn•enlluyt Il..c►IL.y. �tin uu..I 1.1.1.1 lsc.olny. Co.nplesduo Vv.b - I:alllllq 3A DUH Il'{AGOItAI. BIWA! IIESTPAIII'r f,1'llitl ii-1E II1J7 ( I !: :ill) T' stl..ulh1� AlIC:110HUX•' Oli-•fll-::;'I'ttAlllt -()F I.A'CLi(hi. 1111ALINE. Tho drawing below 6110wrl hoH to Ireat-redo t:he CIA] (�� I) Wheu'specified oil their enginecrijig sheets (drwg. shows EXAMPLE 'TRUSSES as ' SCTSFOIIS S'{'YLE) When t.ho at1 jacQflt t171111{ie5 Nava a }(2 -41I forent coil firrjuratloil (Milk ollowlt here.) Che Uingonn� Brace ORR) memllero a) tl ; Wu the ends of which ace attached to TOP 4 11011'OH chords. '1110 diayortal lir.aco to t-ja attached to one -Face or Web- rne111bg r.. Rl 3 B EXA14YIX '1'IRISSE.1; ( Eif:IS.soli5 S't'Y 1.1i) Alpinc standntd drawing 13'1 shnwa vatiotu tyllrs of allchttmgc or resmiws fur cuutinolsos lateral luacing. Among them Is a case whac the web Ialmil hinting is ■uc Magid by a diagoial huge at 43 degrees 613.111 a In iMltal plane. A S degree deviation 1s suucnually ncecptable. If the dcvialiou 13 greater Ihau 5 degrees, a C second diagonal bnee shall lee ptovidcd such as to make an N'. 171e CIA as well 1� ■s bosh club of this dlogoaal brace shall be andwtal with 2- 16d conooun veils. 'i FItIK STYLE AfaTAC:ENT It, fills SH's rcutal+ressloo ueb-slopluy uc vu•tluel, oa y.b - \ c�udlug br■utny. �•,{I.n.tdtwoul nd...l bloc• \` Yl IrT 2xt 11 or ytlsd gra/10 �✓ -� flbyun•I blaze ndl.d Iu III/IMnIts dive OE Wds 11/av111t L ul al /tulvaasal .lul .nl..dd bu Iq.wbd •1 tq'IVo.lnuulV \ 20 1-1 .. Uttach ulth 1'11-1643 1u11• -4nlagou►1 n[.cd imay tre—r.e .Inc. th.n 1 tnla Yeti. .1.P—dinv dl tcue. h.lyhc. •t such .n.l to t.hccd. .nA to old. o[ v..o ur tt� t�cl ..al .JC. �1!•%n5 continuous lateral bi■o■. �ZRcv15s� �I(! �jy4�a1 RI Ufa R?v . 2.24-7001 This is a recommendation only. Pci maoeni bracing for Al sinlchlral elements and aachorahe to art-Moldish the transfer of Cite lands to other siruclural elements of the building to achieve local slruclural integrity is the responsibility of the building elesiguer per Florida Building Cotle. R3 REF nnrP M/06/94 -LNG Y1l-t-i- lA•/�• Lrl _900 x_J� C*. v✓ pr die „-,e•.-,'t ;.^r„��' i=:J=�'. c L [:: CE:C �. •.n 57@C::� `�� �.. ,o* Cc • C...R'.3r.-',.-'.Q� ]:3� lOu GC]�.iv;: , :�-- J!_i :/�'L!a�. Lj— Gc r'u�8fl' Z�GF':S �Oi.. ' G� •-�-p,w 'i1�-• 14be !?•- CC s Cr. �. i-T :J�� � J,-. G '„C,• i.� .--� ��-r•r"' ='' • �G G'J.�.•i.•r..'- � �' � . naus MAL "L C. fy '�"S�, • . f w LO -..1uh: - Cr• ai*A, eti 11tth - If! pa i r ne La I I ----------�-------�•----.. 112 THIS Il1iPAIl1:i PU{:I (1 1 GilACI<I_I 1 WI::I.I .i. 10111J11,16: !11'I.:; DE SIGH IS VAUD ONLY 1 OH A SINGLE PLY 1'-tll.9S WITH 0AMAGLI1 lif115 OF 2X4 SIZI A110, #3 ;iil. I'fIJI_ hflAlal_. It1 A�.lIlI1'lI1N, A 14AX1141JI4 OF I I:IlACK PE11 1111.13 ANN 2 CRACKED IIIHJ', PEN 'IRUSS ARE AI_LOI'ICD. - (XINTACT THE -MUSS 140111=ACT111'IFII F011 11EPAIr1S THAT [III NnT •C(114PLY Wl1'N -1111S OETA1t_. _ (13) d DMAGED A11EA, 0" MIN. Lu 12' HAX. I_LNG"I"11 OF f-:f1hCIF IN Wt:0. (S) n (2) -2X4 SO. -PINE 03 SCABS. MINIMUM I,.ENGTI-I OF SCAB MUST fir= TI IF. Gf ICA TE(1 (IF: ]. 6t1` +- 1_EI.UI.1-I 017 DAMAGED ANEA (0), mINIMIR-1 OF 34" ()tl 130TH SIDE OF. THE-' NAMAG0.1 AI1LA or 2 • 60% OF THE 01111iINA1.. Y1 A) LENGTH ATTACH ONE SCAR TO FACII FAIL DP THE I1Et3 HI -1 A NUl1nLE NOFI OF J011 COMMON WIME 14AII-5 SPACED 4' O.C. STArrC:nt_N. 11EFE11 TO NAIL- SPACING OETAII_ FOR A01117IONAL NAIL SPACING 'INFORMATION. NOTE: FIELD HEPAIIIS MUST` COMPLY Wl:1II ALPINE DESIGNS A140 • Sf'LCIFl(:A71(1N8. - 1121.1.11= FIEPA111 SPEC:IF-IE-D ON 1"F11S D11AWIN(a MAY LIE AI'PI_IED'I'O VERTICAL AND DIAGC)NAL WEVIS. 1-FIE DE -FAIL I R)ES ND f 51-10w A VEATHCAL WEB ONLY _1_0 KFE_I I THE DETAIL EASIEFI TO READ. ' (100 NAILS: 0011111/ RnK SIAGfIEIII:n) + IJACK FACE I- A' D.C. -1 13 FIIIINI FACE ,1rI LlL 341 1— l' U.G. -1 NAIL SPACIIAG DC -TAIL F12 Rovlsetl rui w22/20O 1 ►{ IM11�Q(11 ANTS 3Eul,ue F,euxElan wwtclule. Iw• WAI-ININ(� ImsrE9 neulnle srnElc cute GILALI, u0f t,C fgF10"W(All IVn MI In Illl Al.11 U. Lll:l:llnl 4q 13CVIA1 lal F11af 0119 f1E91U1 Ills 111CM SV[1AFMA11011S• Ell Alit MUCH 1. Ste 1110•SI 07 V1. SEt 11115 11F.911A1 FAII.IMH 10 0111LU lli lwn 118 1>7,w'"WC11 9111111{1fW u. 11.1Wlll:uc m AL/ IIK GUISIOUI01I9 An! WIDE (W QOL•A GAIV. COMM 1w.tyllIG J1111 1111100110- 11111,[Y5 VIJUR41V 11UICAILIL la` A446 IM o rxf.Evf A3 ujiun. "5!L'f L-ol{HL'Utult3 !o x!t FAIT° DO;U1f/11 .Y IAI L UE I.41mm l.Y IAlAl:CII YI gigFIA!'4u 1".3 AIOl►{F.9>I n11CD11GU IUI:AICU W 11116 (COINk POUT 1101 I.V ATFAOio IdilDull WF1A11111iLk UUIIIIP OkiW —%1Fl111OU 4G1 W-111Gl 111, 159 B INDA-F. VL111011 UTAIWA10ii elpl l'f V'l4.Y AIM1111M 11111M MIL11111 •-- u.e Gp{4{{I 011r1'6113MV! F"(1VIY1V,n 01. 1103 G 11.1, Oil 1i Chic J1'U u.rUB 1CGAUL-EL. walli Il/1/ol1•I'pl W9A!'P {FAI. lei 11,19 11nA111,IU, An'1.11!A 10 I'll G11U•111Pu1 11L•r11:1LU Idly IA,i1111.1 Af•1\.ILAIIMLS111111WI A CW( IV fill 111 fAI.T. 9C1 fJlAtl. IIOI Ale Ifl.lfll U'al I11 Allf IIn U!N IILY. 1'f 5101 III 11@ IlCrdt EIi.0 11171 LlpnnlLnln. —A ... till _ICIAS MA1F1 111SITt UlE. Ill - molt 0ATIZU t6:V1G11 CnJf.f.2l5lluuilrol Rev 17 .2m . NUT To SGALt: QySERP C LI_ - PSF. (31ACKED I1FB-()CTA_I _ 1L.FjiilF/ !Av 1; (Il_ - •PSF DATr 09/02/94 z—.._---- - 8 1`15F f)11111 IL:25094073 STATE OF IOT.LD. PSI-- �ONAI UUH,FAC. — 0 V( :y. .• •1 �`7 '� u 1:1ff 1_ �)() (SCAR Oil IIF.1A I1. - .1111: / I --....._.._._....... _.... .......... -- ....----- - 111115SES DU1Lf Pig I01S DEIAII DfSli;NI'D lu Or IISED roll 'INE 1.01.10111116: III' ID 14(1 111,11 11A7 11111D, 31).0 I:I HEAD 1161. ASF.1. /-9R, I'Ili:. OR PAR I. INC RLIIG, IfICAUD AIIYH UCII 114 ROOF, CAI II. 1.91' R Olt C, WIND ICOL-5.0 P:il:, DIN11 01:01-5.0 PSE. ' ATLACII DOE SCAM Ill I:AC.f. Ill: THINS Willi 0.120'Y3' GIIH HAII S AI 2' D.C. SIAGGI:11F.11 11IR(111G11011T TOP CHORD. SCAR 10 f1A1CIl 111E SUL AllR HAT(:II (Ut EXCIFI) FIIE GRADE AS SPECIFIED Oil 1111:1ALVINE DRAWING. NOTE: FOR 130 NPII DESIGNS, 2001 ADDIVI0NAL HPLIFT CAIIIIECIIDt1 Rf.OIIIRED 'to 11PLIFT AHOIIIII si1Fi:II:IF-Il UN ALPINE DIMING. IIeff: FOIL 140 NPII I11:SIGNS, 3001 ADDITIONAL 1111LIF7 CRNNECF1011 REDIIIIIED 10 IIPLIFI AH011111 SPECIFIED Elll ALPINE DRAWING. it ALIERNAIC IOAOING• 55 1'SF@1.33 DF; 5D I'SI*01.2S Of. 37 PSFOI.25 DF _PLT TY11. Wav-E ill - Rlpinc Palgiuccrcd Puulncts, luc. HRiucs City, FI_ 33844 F7. Cmiffmle alAulhcviniticul 9 567 11115 1316 PREPARED I'Ia111 fAll('O1fR IDPIIf (!.DABS 11 IilKHSIOIN) SIIIIf111-1ED fly 11 F-s 111:l;. :2 TO 12 r 2-0.0 (iH MAX I 1 I 1 I 1 21. MINIMUM 1 1 I i Design Criteria: TPISSTU 'VAR 111116" MOSSES IlEOUIRE 1I1I(11( CANE If FASPICATl01, Y5YOt1Yfi. SHIPPING, IRSTA1.11116 IUD IRACIVG. at fLK lu UIY•91 (HAYUIIUC IYSLAIIINC AUO DOACING), PGYLISH(D DY IPI (INUf1 PLAIE INSlllull. 153 D'OUOfp10 OR., SUIT! 200, M101Sa1, YI 53111). FDA SAFETY PNACFICES P41O1 10 P(a10RN11G 1N(St 1`011C11ONf. OaLf SS Ofll(NNISt INDICATID, 1nP C00RD 51fALl Ralf PaOPt Nil AIIACllkn tf1IICIUNAt 1AYLI S. OOIIOH 00010 SNAIL 1111E A 1101(NIY ATIICHEI) RIGID Cf111RG. ItlP01tTAN T" FUa NIS1 A COPY Of lilts OLSICY 1 0 DIE IYSIALI A?10N COYIRA[loa. ALPINE INc1Uf FN fll rROul'Ci3, IV" $RV l ROI OE IFSPONSIDIE FOR AdI If IA(Iup fan" flits O(SIGa; Alit fAllUDI 10 1ult0 111f la0SAL1 IN CDaf0/11AYL1 R1111 111; ON I'AUNICIf11U, DANDLING. SUITPINO. INSIAII Ia; Aau DIACINN flf ?NUBS($ INIS DESIGN COIFORIff Win APPLICAOIE PROVISIONS Of ROS (RA110NAI 01SIGU S►f CIFICAllnl PUOIISNtn DY fill ANINIC.IN FOREST AND PIPER ASSOCIATIODI AN IPI. AI111t COa II(C10N4 ARl NII" OF R11GA ASltl Ad" "I" 6A11. 11 ((1,. LICl PI AS R01 111. A"Il CODYIC 011, 10 (AIll FA(I OF IOUSS, AND OIII FSS OI HIM S( IOC I I(D DN 11115 Df SILY. P0S I110R Cout DIS PII URAVIIIGS 160 A•1. TOf SIAI OR )RIs 111AVIYG IYOICAlfS FCCIFIAICI Of PROiIS31naA1 fOGIUCENIOG RISPOUSlot LIII SOIFIV FDA 111E ilotS 008111111 DISICII Mug. IV[ SUIIJBIMY ADO USE of Nlls C011rONf NT 1`0111 ANT PARIICIII.AI NOltnikG IS Ill( If SPORSIRIIIfY Of INE 110101116 OESIf.Ri R, PER ARSI/ll't 1 1905 '.fCIIOR !. Y:1 I111 L.1. =L_M - TC I_L 30.0 PSF TG 1)1_ 1.0 PSI` 11C D1. 10.0 PSF tic Lt_ 0.0 PSF T OI . L D. -1-1- . 0 115 F .... ..... - ...............- OUR . FA(:. 1.33 SPA(•.I Nf, 24. 0" REF-R081--O---- DATE J-11 /06/01 DRIJ NCuiR00► 01310276 _._............__- ........ , TIC-FNG /J4t1: SEgN - 24952 _ S C;a_1:1 � 'W 1-{'J � .1_1Z-AC.1. , U .1=��`:I:'.I:`a.'-1 1'•l'lCa�.l`1 THIS DETAIL IS TO 1317 USFI) WIZEN CONTINUOUS LATERAL U(tACING NIB) IS 9PE:CIFIED ON AN AI:PINF: TRUSS DESIGN BUT AN ALTERNATIVE WE[) RUACINC. KTHOD is R�slrrrR. NOTES: TII1S firl'AII. IS ONLY APPLICABLE FOR CHANGING 'I'IIE: SPECIFIED CI.EI SilawN ON SINGLE PLY SEALED DESIGNS TO 1'--IIHACIN(; Olt SC:A1 BRACING. AINERNA11VE BRACING SPEECIF'IEI) IN CIIAICI' OEI,OW MAY NE CONSVRVA'fIVE:. FOIL 14INIMUM AI.rVtNA'fIVF URACING, 'IjE-RjIN DESIGN WITH APPROPHIA'rE, BRACING. ...............— ITEB MEMEIE[t SPECIFIED CLO Si'/.ls BItAl:1N1; ................... 2X:1 OR 2X4 — - --- I HOW 2x3 OR 2X4 2 ROWS —...--- .---_-......... LXti --------- 1 ROW 2X02 ROWS 2X8 1 ROW EXN 2 VOWS AINERNATIVE BRACING 1' Oil f.-IIIIACE SCAB BRACE X4 1 •-2X4 2XG 2-•2X4. 2x4 I-2xU U6 8..2x4(-41) 2... 2Xtl(*) - f-BRAC13, I.-URACE: AND 31:AB ARACE -1-0 BE SAME S111;C11i3 AND GRADE :ON UF71'fRR.TUAN IYF13 MI:A1UI�t UNLESS SPECIFIED O'fIIERWISF ON {•:WGINEER'S SF:ALF:U DESIGN. (,r) CENTER SCAI3 ON WIDE: FACE OF WED. APPLY•(1) Sudl TO EACH FAGR OF WEB. '1'— BRACING . OR ],=-IIRACING: ,.APPLY TO ISl'I'111;R SIDE OF' WED NARROW FACE. A-170.II WITH URI NAZIS AT 6' O.C. BRACT; 1:> A MINIMUM 80% OF WEB MEMBER LENGTH ........... ..{. SCAB BRACING: 1'•• 11RACE Oil T-BRACE I.• -BRACE APPLY SI:AB(5) '1'0 VIDE FACE. OF WEE. III) MORE THAN (1) SCAB PER FACE;. A1'fAC:H 111T11 IOd Olt .t2J,V- - GUN Sl'AU NATI:) Al' I)" O.C. 1311ACE IS A MINIMUM 811 OF WF:D MEMIJEIf LENGTH -_.----- ••VnRldlllGv IMI$$CS ffLWllli CX1Rf;/¢ CnNC Itl fM111Q ff:/.1D4. IINfDI-SIIG. 5111 %f111G, 111$TAI EIIni ptln LRACIRI: RU"ER In Illfl-% 111nIlTiIW. BiS IM1.111G AND uRACUI;), PUUI.ISIIEU BY II'1 GROSS • 11.A1F. IHSIIIUII:. 583 PIDU'Ru) DR.. SUIIC 209. IIADISIBI, Wl. i7119) RJR SAI"ElY PRACTU.T.3 PRIOR TO PERMAlllUT 111M, i1DN:1111"S. ItIESS 1I114CRVISE IIIAWAICI). IN' 091RD SHALT. )IAVE PRIRR'1<IY ATTACHED SFRUC11fRN. 1'/4IELS RID RLIIIUR CUIIRD SIIILI. ItAVC A OlU►CRI.Y A11AL31CD R.G1U L'Ell.11ili. 1111•IRinllf•• FIUAII S/l COPY fIl' 11113 DL'Sll;ll ifl DISIN,1 /111n11 L'0117RAC1s AIPRIC CflF-IIANIF. -_.... - 1......... -'-"'--- PIt(lU['IC, IIA.. SllM1ll. Ipll uE. m'arunTIILE �Cta AII) IILVIAIII/1 flrrlR lllli 11fSll+l1+ � n1 .1 ALPINE Ili DIn1.D TIIC uAlcs UI CGIInRUAnr,E Vnu IPII IIR FAORII:AIIIIG, IU1119.R1G. Suurvtlnl, naINJAIIG —..-- L W1ACum tit' IWISSLS I16S11YI CUIFTDD6 Willi APPLICARI.0 MOVISnDIS IF DIIS aFA."RIAL //'� .. •`��• UESIIJI SPEC, nY At -A) NIU IPl. NPIIIC CU1111.1'.I fIP PI,p IE) ARC lanr: IS 2o.ulns w (wvs.r. s .cnf .es7 ennne iU/Ao (V.V. ,N.4 SfCfl. noPt.• ru TCs III EAr,U /'ACE (If' MITT I I R1t.f: n? r.RVISE IOCAII:D (Il 1IIIA DI SINI, PLGI11(DI PER DRAVDIGS IEUA•T. AIIf ❑I:pCC1IWI lA" Al Y111�E1R;II IFEGIEO pfUJ[D iI;I S,uR;. Ii.AIf.S ftd.L(IV(U BY (1) SIKL of PfR NCI:Y A3 IY' IN I-2uQ SIC. i A SEAT. LXI 11115 I'(1fM'AIIO8EA1:11,1LUIt10A I1RAWUIG 11101CAIES ACCEPIAIIf W I'RllIT5Sjj)iW ftr11f:ERDA1 RESPOIISIRILIfY SUE1.1 fOR uI: u:uss Cnlurms 11 UESnaI SIDI'VIL III- SUIIA911.11Y AND USE IF IMS Cn1Y'IUR;III nw ANT uun,uuw is UIC. RLSPtLSIDILIIY OF 11A' RUII.RIIN; tD.Slt'JU:R, PkR AfRI/IPI I SIX. e. SEH P *,. niN0. :* 3y�n{ 1 V�6 v , STATE OF ; hi .�ss �NAI THIS DRAWING REF'I.ACES DRAWING 579,840 IIV I.L. TC D1. 11C: DI, f3c I'll DUR. FAC. SPACING PSF RU cIn SUI1S'I'. Psr DATE 02/18/03 PSI- DRUG J.312CLIB5UB0203 P f --ENC hILII/KAR I'SI' Job: SLIURING DETAIL RECOMMENDED SNORING DETAIL SUBFLOOR-UNDERLAYMENT PST. TY13.- c�:j o E=1 C73 = o 1=3 cr E_. 3 o CJ C1 ['-U E� r_� c-f r� AI -PINE r_� o TrIUSS (2) -2X6 HEADER POSTS @ 4'0" NOTE: IF PALLETS OF CONSTRUCTION MATERIAL WEIGHING MCLRE THAN 5008 ARE TO BE PLACED ON FLOOR TRUSSES. SHORING IS REQUIRED. M CONCENTRATED LOAD DUE TO UPPER FLOOR CONSTRUCTION MATERIAL. PROVIDE 2'0' CLEARANCE ON ALL SIDES OF A PALLET. MAXIMUM WEIGHT PER PALLET IS 2000#. LOAD MUST BE SPREAD OVER AT t_EAST 2-TRUSSES. NOTE: SEE, APPROPRIATE ALPINE DRAWING FOR LUMBER, PLAIES AND OTHER DATA NOT SHOWN HERE. Building 141alerial \VISS NOTE: SHORING MATERIAL AND LABOR TO INSTALL AND TO REMOVE •TLiIS 1/2" gypsum b(l. = 2.2 psf / 1/2" layer MATERIAL IS TO BE SUPPLIED 5/8" gypsum bil. = 2.8 psf / 5/8" layer BY THE CONTIIACTOR. Al 8" conc. black = 60 psf / 8" layer masonry brick - 38 psf / 4" layer 2 — 0 — 0 ��- Q T � .0I II ,0 CLEAR SPAN 4X4 OR (2) -2X4X4 ' 0" UNDER TRUSSES WHEN SHORING IS REQUIRED. R��commended Shoring► Detail fv R1 Al' KEY, 7IZy199 SCALE - NONE REF DETAIL GATE 05/02/96 DRw HC12396074` FlC-ENG AP 1A�LLIf •9t1 6PULL 1.110 D( 1AIIL, , 1'30 111111, LCI' U, LIIC C 5I00S. At IAC11 TO It:Q CHORD AIM POFT011 CHORD III III 2X4 ALPINE PLAiliS. SEE (Alfli1 :1 OR M'M.I1lG tit P,AOI.F STUDS. I'LAICS MAY HE 1X4 FOR 1'6' S+IIII::. (") 2Y.4 SO. 111111. #3 GLB1.1: S'f11D5. AfTACII FU IOP C1101M, DIAGOIIAL wCUS. AIM DO11'014 CNDRN 1,111'll 112Y.4 A 1')UL' PLAlFS. ALL (•a) GABLE SIMS 111:01NF. IEFfl'ORCING 111:140ER. BRACING 11 S1 BE T0Ii11AILE0 1'0 GAUIE S1111) 111111 4).131'X3' GUN NAILS At 4" 01r. PLUS A CLUSIER OF 0.131"f3" l0EMAILS AT ME IOP A11!) BIM014 CIIORII. iSEC UETAII. FOR NAIL 11!li. SEE' CIIAR1 FOR SCUD BRACING MID SPACING 01' 1111CALS. t10IC:fIIUSS ERECTOR IS RE'SPONi101E 1'Mi. 11FIMANCNT WCU EJRAf,I11G. Itlll:ll IIRACIIIG IS REOU1RED. F'URNIS111A COPY OF TFIIS- UIlAN111G TO TRu!I'; ritEC10n. . I. INXIE AS REDIIIRED Olt AP11ROPI11AIE URAIIING. 110TF:GIROLR IIAS REEK 01:516H f il I'll TRANSFER ALL 11ORI211N(AL 141111) LOAD III TO IIIC FLOUR d ROOF SNEAIIIING 11FA1'11NAG115. CONNECFIINIS L nESIG14 Of IIIESF SYSIDIS ARE. fill: RESPOtI'i1!I111 m IF THE BUILDING DES16IIF.R. . 1 IIOTC: NAIL STEPS OFLAUDER 1AUSS ONFO Till.- 0111SIVE PIECES IlfTll 2.161) IIAILS AT EACII EIIO. I u01C: AfIACII l.A1101:R 'I"R115S 7tl JOP C.IMR11 OF GAULC 1RUSS w(Fll Fw0 ROl/S Or 1611 NAILS m it' O.C. SfAGGEREII 4- 1 •rr 7/16 NININUII APA RAII'D SI CANINE. PROPERtY Af FACUEII 111111 LONG 011401SION PERPENDICULAR D SUPPORIS. 5'FC1'5 (4 24" II.C. MISSES 24' O.C. 1' MAX Oil INCLAIUES rACIA f ?.X4 I(FINFORICING fLCILIM .---Wi REfNFORCING III EMllER r1_LLEV_ / MEMIIER 1.4 i �J� -I•+ . - \ !..____....-------- _... may. 11.111 Olt 0WE 1014 ClIduo or In1:1 alto mer-,Inr.0 rnLn1 �••ru u.Lr• rut,,. 1r. ••�..., n,u,....ron;, ......................................... .... .., ,•....,., nr .:. 13t1 MF•+1 IrI HU. 2@.00 f I MEAN RGT, EXPII :i I1Pi b.! IICL OSE1) OLOG. A5CE 1-911. CAf 11 SLF APPROPRIAFL ALPIIIE DRAUNIG 1:011 111110ER,Pt ATCS AND isM.Eli OAIA II0T.SI101111 MEN.". • t Slllo 1111S7 BE ATTACIIEO CO IOP AIIU 801. CIIOROS OIILY GABLE Sill[) SPACING MAX.1.F.11G111 2X4 !;0. P1114C43 24-0.C.. 3- 11' 2Y.•1 So. PAIL Q3 li;'U.C. 4' S' 2X4 w . PINE A3 1?'Q.C. 4'- 10- $)'l10 IIUS7 8E ATTACHED '10 CHORDS AIM IIIAGOUAl_ •IIEINFORCINI1 WMICH SPACING NAX.I.ER(I111 2X4 SO. PIIIF: 13 24"D.C. 51• 1l' 2x4 SU. PINE #3 12."0.C. 71- l 2X4 50. PIKE p3 16.0.C. B'- O' P.X6 S0. P I IIE 12 it 2.110.1:. 10' - 3' 2X6 SO. PINE #2 N 16'0.C. I '• b" 2X6 SO. PINT: a2 11 12'0.C. 12- 10' 1+ (4)-0.1:11'X3.0' f0E11AfLS. PL.Y11000 511LAT11111G ) GABLI: S'f IJO 5PACING. 24" O.0 IIAX. SEE ABOVE GA(µ,E TRUSS. Ua• SPAR f21:(IUIREI)_0f GABLE (:_._ Note: All Pla1:eS Are 2 4 ExelL ,4, . . Shown...--•----•--- --•--........%..-....__ I R1_V 2-1i-2002 JIVC : I(EV. VB 8-24-2f104 PL-I TY11, Have IPI-95 Ocslgn Critel'1a_.a_Pl�'.10j----...._- l9_5is _----• Al. PI1fI. lPlnc Ent;inerrul I4[xhlcls, L.r.. 1910 Nslkf Ui. m1Gcs C1y, FI. 3sall fl. C'mifiuu d Au�ai>atiat ! 34) IAFINI XG•� 1tUtSlf rtoVlr[ f[Irt,l[ CA.( feef,fr!CIIII.a• A-01.1114. Seem... Intl •ll 4r0 ar0 f.Ac 1.0. use 1.01 1t011016 Cmu•aArt/ fUfn I.I ot1ur10.1. fWll tolD U Irl (rRU33 r: ,.iL IG3I WE. $.1 O lo.0f. 10 Oa., stl11t too. _ol Sa., u1 Ssf1r1 •no u1CA lvaOU UOf: COv6U Cr' •'I[11(w, bC0 Ultrrtl3( lr, n.Llt! omt.unt raol<,Itu. �ER_P. R� xfotsor. Irl fvrol rm iu(rt rueuctt r... I. ....mono mis( ru.n:aa. ter taut .xo .ol lox lmro ur,u navr +..o>ntr .n•Iuto �P� ZIFIC� tiiL morn An•1t u,•t r.o.nAf .nrcorG cloucru..1 •{``{''HVOR TAxI •• rwaun . co.v or *+rr• uCf lo. 10 mC ntallwllar co.1210ot. ,LI1.0 IK nIIRU rt0( e%. W. fx>lt hot It R(Sr 011i lclC rat LAf ot3l Allo. FMI [.If 0131Gx: Air( 14ILUft It .U110 1.1 'W 1 V{3 n COtf.tM.[I Yl to IN: .AA MBIMII.O, nA.OLI.O, Sn Vrl.o. IAf 1a111r0 I .,,I14 of Ir U33LS. pO. 0 y..A III., n. ns .11 •fK LLULf rturltlGU or ADS 40•11o0AL elflaR art[. O♦ Arlrl) .a0 III- >INRf a•1 Sills. atilt STATE OF C"111C1,111 wa[ 1101 Of +U/n/146• (U.x:frt) fdlx Af:s c.'O( ,Gibe Iv, [rn,sl •. IG. 1 ..)Isla. Iq Df1Y1.C3 I66.•t. .(� (ems ORID``U r1�'rtt to L,(ir fa[1 OfI.ufs W0. V.Ilsf OnOYIf[ LoVIllo u. 11.13 onlc.. Aelf I.yrttlloo Or rUll3 ratlaufo 1r (1) 5x•11 .t tit •RAIf 1,1 of Iril•raat ftt.3. > St" or 11113 VP NA1- UGAYI Ac Ito 11Al tf a[C(rIM[L 0r IAaf (33I GOAI 10cl rl it l0c t![rYtl31.11111 Solttt lot tea I.VLS ratQO.L,11 n f1urn., rot ful r..11 r'! rYa Utl nr Irrs C........ rn. ,.r tU lr Gibe Is r.1f t[Ir0.3nlllle OF IL'( lc.OUG ......_� _. .let Gt!1.'•tf! rtt ,2tU1 1 SC(. ! ..... _._...._..•_......._..._._.._._. !'. . � III jl T C I.I. TIC DL BC UL UC 1.1. I01'.L1) tIOIL. FAC 30 or 20 PSF 15 or 20 PSF 10 or 10 PSI: 0 of 0 1,SF 55 or 50 P51: 1.33 D1• 1.21.i -1 SPECIAL GAULC. 171111 f R 115 S O REF R001-- 0 OATF 10/23/01 ••- ........... _.......... ._._..-- -- DR14 licumial o1:IO6184 _ HC-FNG VB/AP _ ........... .-_..................... SF.(1N - •............... 24104 -'-.. -. _...................... fit(II.1 _............... IIC ....._.i�....�.._.'.3..-- ................ ..__.� (GABUS - hill 1.11111. Ait.f: '/•!l(l, FYI' It, I. -II(:.} ITO NMI HIM). 111.0 rl IIEAII JIG), AM .1.00. f.11f. 11HIIi. I OCA11.11 AIIYIIIIflK - -- ' III R00F, CAI H. lXP 0. NINO ICIII.-S.11 PSI", 1211111 UCOL-5.0 1 FOR vCR1ICAl. HEMS tl(1 Jim TIIAII 4'1)'; 111.5X:1 FOR VERIICAI. NEUS 6RMER THAN 4'0': 112X4. SPLICE, PEAK, AIIO JIM Pt AILS 10 HAKII,C01414011 1RIJSS. 2X4 OR MAIER CHORDS. I11t(lP GA01.F: N11.1. S1111PORT 4'0• OIF11.11OKERS WITH 2'0• OVERHANG (IlRlll' JOEL GAUZE) SI'ACEII 2.4• O.C., OR IIIf. I.OAO IROIJ 12' 1' 1. YWOC10 OVERHANG (NOTEI NAL IIEEL GAIII.L). MIS MIM HAS OEEO DESIGtIFO 10 TRANSFER AL1 HORIIO11TAL 11IIN1 LOAD INIO ENE ROOF PHO (F11.1116 DIAI'IIRAC+l1S. I:I11111 1.TI011S Atli) IIESIGH OF 11IL•SE SYSIENS ARE ME NCSPIMSIBILIIY OF IIIS BUILOING OESIGIIFR. IIIF: IIII11.11111l; Ol'SIGHLIt Ili IIESI'IIIISIJILL FOR IIIS• GABLE SIICAR HAIL IIESIGH. CEILING Atli) ROOF SIIEAIIIING BIAPIIIIAGII C.IINIIECIIONS. Atin Au. 11t115S III UAIA f.(11NLETIONS. 11 1/16 HINIHIIH APA RA"IEII .SIIEAlI11HG PROPERLY AIIACIIFB HII11 LONG u1HE1151O11 PERI't:11111CIR AR III SUPPORTS. III NOIF: HA11. S'ILl'S OF JABBER FRIISS 01110 IIIS OHISIDE I'IF.CES HIM 2•16D HAILS At fACII END,' Ill 1101E: AIFAI:ll LAOIIElt 'I0175S 10 IOP ('110HO (IF GARI.E TRUSS N1111 ILIO RODS 111: 160 NAILS 0 11' O.C. SIAf,GEREII 4- ALT. GAULE SIIAPI"S: MIS D"Iti PAC.IIARE-11 FROJI L(IIII1IIIl.it IM1111 110AIIS i 01111"II':IIIIIS) SHIMMED fly IRIISS IYP 1mm'.1116 (1trIIIII10RS: HIM: 1:1111 LIOIF' LXISIS IH' At 50111 HIDS OF VIRIH'AI. 111:11. -................... ---------- (A) (1) 2K4 SP a3 -L- BRACE. ATTACH H1111 0.128"X3- HAILS 9 2- OC. IN 1'11B ZONES; 4' Of.. OHNFE11 IONES. (0) (2) 2X4 SP t3•'1.' 011ACES. MUCH FACII Willi 11.1111'X3' HAILS 0 3' (IC. IN FNO MINES; 6' 06. BEINEEN TONES. (C.) (1) 2X6 SP #7 N -L• 88ACE. AI-IACll WIIII O.128-X3- NAILS (3 2.'-OC. IN fill) 1011I:5; 4- TIC. OEIIIEEII LOIIL'S. (11) (2) 2X6 S1' p2 N '1.- BRACES. AI'TACII EACH HIM 0.11.11.13' NAILS (A 3- Or., IN EHII ZONES; 6' (IC. OLIWEE 11 1ONE S. SHIP SPACING / IIIIACINti-FAHLE: 2X4 SP 83 OfFLEC- Still) 11011 NO SPACING CRITERIA ORAC.I: 24' L/240 3110, 24' 1./1213 4' 5• 16' L/240 4' 4' 16, 11120 5' 6' (!) 2) 2X4 RRAf?k4E LBRACE TYPE (A) YPE (II) 2' 0' OVIAMAN(S DUTAII. I-*-)-- t SILTS 14 24' Or,. @ C4" O..SC. 1. (I -( I`IIAX� .I. ( ryll) INCLUDES FASCIA\ -�- Note: All Plates Are M4 Excepl: As Shown, PI.1 TY11. Wave 11111.-95 _-_ (lesion (:r_11:er1_a: TPI --If AR If HG'• ISUSSES REOUfRf (IIII(lif CARE 19 rASIICAT149. RARULIM. SIIPPIRG. INSIUIIUr AID ....... 1[ICt f0 N'11." (holl"' III; INSIALI ING A0B USAC126). POHIISUfO no IPI .(Ttbs1 ►I Al( 195111UIk, 503 O•DI10FR10 not.. SUITE 200. IIADISnn. VI 51119), F114 SAFI11 P9AClicis ►a101 t0 ►(Af ORllltl9 lilt St fnOCl(09S. UMMS OIUISWISF IDnILAUD, TOP C0010 SHAM BAIL fRdilatf A11ACniu S+OUCIUNAI PA911S, UDIIOII Cau90 SHALI Hill A Ftoritlr AIIA(RID 1101D C(IIIRO. I " Pill, IAII I •' F"RASH A Co- OF INIS UI SIGM 10 10/ its IALI At10u COW11AC 100. ALf ItE t9Gl YfltlU P OOT; 11, 10C. "'A,, Nil, OE 9f......01E roil Ant I,EYI•I IOt fall" Itli 01 S161; aaM FA,."" TO _ OUT( IUE I9uSSE s Ill Cnaf Oan}9ct Will) IPI: 01 FA091CLIJUG, H.A .:1, 3q1►P 19U, (Y"'HIMC AND /A� ) ( --tt D9 ACl Ia OF ItOSSF S. 71115 U[(IGN L'Oal Oon. Yllu lrftl(ltltt flOrl SI095 of no$ to" IO"At OISIGR �� ^"•'J SPI(IIICAf1ntl FnoI ISMFn 01 lot AIIIRICAt TOM' AID I'MI A%nCIA110a) mr, ITT. Atrlul -•-•--•----"�� CnatI C,IJOS AIT uAOf O7 Ina, ASltl AM 61140 GAIF. SIM, tMof AS Nulco. Arrt1 (00A(CFJNS ID 01' TRUSS, A011 UIILSS 0111FIVISE InCATIO 03 IUIS OISIG9, f0511100 CO90ECIODS PER (ISIWIRUS 160 L-1. IOE St AI. n0 IBIS 1121,91111 10111Ca11S AECIMU(E at' PRO111510141 INLIN11119G AI(1(nClLngi0eelCO11(Or11ICIS, IIIC. akSYONL1t1UI7 siltFty FOR lilt IPOS: CUIIfDIEIII OCS160 SOn1R. lilt $1111,011111 Alm 05f no THIS Ilael[SI:IIp,FI..13844 f11111,09141 IIIR ANY PAR]ICULAR 01111,01Rf, IS IRI RESPn9SIIluIIV nr lilt 9011.11181; 61SICAiR. PI GLCu.......... ulicHliwlb5/7 AN;IFtPr I•IYSi Llcu"N R t •A' 1�G�1R1Gr by V0. O STATE OF �S''�ORIOr:G�� SSZ�IVAL E� I) 2k6 0 2X6 .' IIIIACIE 'I " BIIACI: IYrE (c) YPE (11) 12' 3' 4. O' 4' 0' 14' n 4' 0• 14' II' 4' 0' REFER 10 'IAIILE FOR BRACING Rh011IMERTS. 'A , Over C.ont hmous SlIpP011: II•-1.25 PI-1: III REV 2-5-02 IMCCIV C..., I- - 17r. 111FI SPACING- 24.0" REF 11001-"0 DATE--- I Ijv1(m --' 11R 11 IICIISI1081 01306241 ...... _ .............. . _ _. _........... IIC-I:WI; /111.1C 5f.:_()t') :: z4a60 (11AX. CLEAR SPAII GAULF DETAIL LLUNABLF CI -FAR SPAN BASED UN ZX4 SO. I'IRE Az II (UR BF11 1) 110111011 IIURD, MAX IMUN SPACIIIG OF 24" U.C., AND 4'0" UUll.UOY.FNS HIIIf. A 2'U" VERIIAIIG MAXTIfUl1. USE 2x BZ OR l2 Ill, SU. 1,11jF. UH•IUC11 FOR SCAB. SCAR LFtIG1H 10 EXTEND 'I' PAST HEARING AT B0111 EIMS: AT•IACII 10 0111 FACE. OF TRUSS HVIII FNU RUNS Of- 10d C01.111UN OR U.12U"x3' GIIN IIA" I L S SPACED 0 4" O.C. STAGGERED Z" HIROUG1101IF- iCAl1 Sl'/.I:IMAXIt1UI1 Cl.f.'.AR 51'AN(X} 'lU SCAfs•-- ---- < 1 . XA _ . --- ....... --- ZXG ....... -----......... ---....-- - — 3c-.5� 1XU — 6 <- 9 ' 11115 i)IIG 111EE 7ARL'1l .-Hizu CollpUrfit 11111U1 (EUAU5 8 111 H[HS tutl�) �uwul ltu ui nt n:1� ill 1i. p .......... --- ........ _ __--- —� 1-111S DFIAIL MAY DI: 11SEU IN C(UI.IUHCf lUtl 111,111 ANY (ME OF 11 FOLLOWING ALPItIF OlMilNtil - rr:_002 GE-0031A 1.15B.525. 1.155,549 IIC2G7.9404 L . 111:1:Ell TO 'I11M.. DRAWINGS FOR OfIIER NAIA HUl GIVEN IIEHF- {X) Imo_ : --------------------------- SPAR- Ilul.e: All Plates Are N2X3 I:xcepl: A5 5110w(1- Uesi(1( (r I t(1 is fPi SFU _ 1 tfave IP1-95 It _ .... — _ t L f I YI '--------.. --- MARI(1110•' INU55ES RFUO(IlF t110.f�F Clip( IR FA811CM105. OAI usa. 5oirrinti. IESIAI(ING FRD naAURR. Artu in BID -tit (nsautlwa 15SIAI(111a ANC RnAcInvi rnnlsnlp of trk (inafa oiAI IRSIlluiF, In R•OAUf1U OA.- S0111 Pull. nfulsoR, of sanpl. ran SAIFIT taseuets rMoilIV rf al Uanl lC InE S( FYaC11UAS. UNLESS OIREppISE IfOlcAlto. Ill? r11041) SAM RAVE rpOr[A['T AIIACHEU S IRULInp A�Ap[I.S. RO11011 roplIO'SRAII RAT( A r00PIP1 T Allk"Ill VIMt:Iil.I AG. ••111VRRIAIII'•• IulimiSO A Cnrt 1)F I1115 Using 10 111E IaS1Ati.Allaa CnVIRACIOR.-AI ►IRI FOnI RE tRf.0 pAlmuCIS. Inc. SUAII iml RI a(sroasuttr rUA All MIAIIOA lAult InIS Rrsica: Ali rhquaE 10 tAaarl'A► �'�' " pill, U'10r. 1007SIS In CUarOSIiA10E Willi Irl: UA IABAICA111R. NA101.110• SliltrINC. 19SIALIATIOM on • vUC1Yn OIE vAOil SlnRf of nnf (AAIIUPA[ a[SIRII Ur Inu SS1.S. sillsn(slr.R r,U10111115 VIIIi AMICA srLr,Ir trAI 111.4 Pont ISn[U nT lilt Antal[AN FUR(tl Ann I'Atfn A-MKIAl lnr) Ano IV'- Alrlat runntrtonf AnE IIA01 or rnr.A AS111 Ault aaN uALf. 11M. 0CEtt A5 Rolln, Arr'1 ""'0"Tnn7 In t Arn IAct ur 1aDss, AAu vnLr SS olio AVnt LorAi(n no iIlls UTSlvx• Putt l inn ronntr. nm5 rra A1I1in•: ICn in ^Ir•I r`tut•^ills, Lu:. DaAVInGS 114• ISO ARu I:n A I. AO I9t:IttFrP-S STRt nR Inls noaulon Arri IFS natf In INE 111514 II Daims0101. 3!ri•14 of lot IRPSS UCriUty nkRC Anu StIAU. not ill: n[tnu unw 10 Ain 0111111 WAY. ........__.—_—.-.,,-,-„---- R 1 REV_ FLA ----------- HF UUM--3GU51 DATE 01i/1!i/90 URw Nclisita01 90IGIUUI IIC-[NG /S11-- 5EI1N S645 ._................. ------ FRUI'I. 511/11HR W)W) li►.uf.l:ttM n1,PI.ICIO 1nH DFYIN 11. It) I, It All DuAlt f collucIofts11) PREFAIIRiCA1'CD HOOD FIf.LEIt fi1.t1CI:I11G. CHOR11 SI7.F.S Alf!) ALPINE COIINECIOR I'LAIE(S) .10 IW THE SAI11: AS ('Till CARRIED ,Mlnss. HATERIAL TO [if so. 11111r-. /j2 HIIIIHIM. AIFA111 H11II (2) ROVIS (IN RI)II) CIIORIIS) 01: .1211-XV GIIit IIAII S' Olt 16d 01111011 HAiL`i G •I,' O.C. PER ROW, STAQUEREII 1'. SEE IADI:F FOR LENGnI, I.- WDRO FILLER III.00KIIIG RE(ItIlRF.O WIZEN A llNL• tIIJIiIEII CARRIfp 11tIl5s IS 51111P11111E1) BY A '10.11F11011t IIA11601, ANN TWO 101BEIIS tiNPI'Owin) BY A •I11f1EC MEMBER HANGER. O) IIIF. APPLICA1-I011 01: 1100D'nLOCK111G -111 CIIIILR 111E CARRIED lluISS OR CARRYING GIRDER fuR lOC 1'11111'OSI'S OF ACHIEVING FULL DES)Gtl LOAD VALOE5 Of A FACE HOIINF IIAIIGEII HIM. BE APPROVE) BY I IIE HARDWARE MA1111FACTtilt 1:R. (?) .1 Oft mE1IAI,AS WITH 11LOCK1111J. 1m) I1E11RElts NO SHOWN FOR CLARITY. -- I - PLAN U .l I_ W I CARRYiNG- } I'Atll:l. POINT AREA----) (A) CARRIED 'TItIISS(7)"') 1,1T;---•= (A) PAIJEL 110INT ARF:A�~ SIDE CAIIR i ED 1 RU5S - ` 1'.110Ro SIZES AN AH,IIIE CORRECIAll ILAfEISI in HE THE SAME AS foil CA' muss. IWIERIAL TO RE SO. r1J1E +2 n)N1RUil. 416011 11LOCK I NG T11 RE SO. PINE #2 141111111111 Atli) SAME OE1,111 AS-CARRY111G 6111,11:It (.110111) 11(1.1111R. Ill.(lta; LLHGTH in Ii1: SUCH THAT BLOC14111(i HUS1 Eilll'.1111 Ill EACH AnAIN Ill' PANEL Pnfll)- (WE0(S) Atli) CHORD i111FRSF(JI011). nITACII ` HI-FII (2) ROWS OF .128%3• 1,011 HAILS nil 164. Cnr1Hn11 NAILS a G" U.C. PER ROW, STAGGERED 3". PLUS CUISTERS AT TIIE I'AiIEL PONI►S AS SHOWN (A). IN I -ABLE. *-A Wdnp HU)(K)11G IInT ALWAYS Itf()llll(ED ►IIIEN CARItY1H(: (11":lt IS ONE flElIRER OR -IFIO t1EHIIERS. Itft--E11 1-0 illl' HARDWAitE• IIARUFACFRRER•S SPEC. 5NEEi nR PflO1NIc1' GIIII1E FOIL COHPLEIL•" ►IOOD UI.00.KING APPLICAT1011S ANN ItE111111tE11E11"S. W(tR0 FILLI•R ULO(:Y.iilt; I-) Alin 1101111 IILOCKIiin (*-) DO 110'1 IIAVE in BE APPLIED At' 111E SANE TiNE Atli) AftE 11111EPEIIIiHIT OF EACH OTHER. FI1GE .AND ENt) OtSTANCES, AND SPACINGS FOR •Ai.l. 11All- CONiIECTIMIS FJIISF OE SUI:FICiE14T In PAEVENT SPLITiING OF THE HOOIJ, � 0.l.• (TAIL FORUSi'It 111' OR D01111 (*k) VIA MI. Wave 11'1-95 - ' ••Y►.PHllif.`� 1111SSCS IFUUIQC EIYRFII! t.AR! YI FADII[A110R. PAt01.116. SOTrr110, 1151A111B0 IB I RS111 IIE Q1503 01 opor11n DRj1. SUIT, 1.00. tu01su9AND u10.ACt S11f1 rOfa056Art lY Ft ACIICLSUPRIORA10 /� rl/foruuO nrsE fulclluRs. an.tss alanvlst L101C41lD, IOr Apollo SOAIL BAf[ garuun Ascnln / suuuutu raffl S. Rn[IatS cuOub SbAt,, NAPE A ►tnrtt LT Att Acnic R161O CLII100. -•Ilita Mr1lRi/p/'- PurM150 A COPY OF TOO$ UESIGN 10 TUL ItTIAit►1109 COR It ACIN . AlrltF IIlLukk W Onlnclni nus... I. r.... alm9ctnultu le t nRAtf nllutltO+ elunti+as stlfrlR0,A 1tS1A111RG ARo --••-- Ot Al l", Of 110SSf S. TaIS UE,Int CORFOR115 UIRU Arrt ICAOIL roaminPS 0f t05 (tIi IOOAI OESIOR I -,•_� AL�I1 I �V� ` I srcUFtctttou runtlsufn Os 'fit anIUU9 fu9[fl AMU PEAR AS$OEI[110t1 A,n ITT. [ltler C11MRI tla95 AtE aAOE of -106, ASlll 1fs3 CUn Clt1. SIIII, 1'FCtfl . taro- Arr1.r COC/ICB. To (ICR fACE 11f I4015. Atli 0t1ASS ololrvl%t LOC t110 0t Inls n[slr.9, r051IloR Fa19CG In/s rf1, 1111vjItic's )CB 1-1. lilt SIM nQ Till$ cluaG ItBIr1tE5 AtUF1AILE OF t110115SWRAt FBGISIMIC ►L51nUS18t1.11Y WILY !OR IBE iRUSS CUlIP06Eli 111511.1 50111. IOE SU11►BIt111 AIM USf OF 11115 Alpine limpluctaell Plotlunls•Inn• fDaf•ORFRI FO9 AOY rAIIICU1.A9 OUILDIUG 15 111E ILSrOtSI011T1Y OF IRE RU1181111 n(SInRlO. HIL znuull.0n 36 250(1/1.25 11 266711-33 2500/ i .011 36 3125/1.25 l3 3333/1.33 30001) . t11) 42 37finJ1.25 16 4non/1.33 335(t/I . an ,1,; 419011.25 17 44G//1.33 35110/l.,Ol1 4111 4375/1.25 10 4f61/1.33 3911tl/i .On 54 4875/1.25 2(1 52t1n/ 1.33 62(1()/l .011 U4 775011.25 No 'APPLICABLE Bono/1,33 itlr DATE _ 04/06/9(t f) m RCus(lnul enuuslsl IIC-EIIG /511 WHR SLOW BOTTOM f.110RU R FILLFR RRAC.ING DETAILS 'RNSS 110TIOPI CHORD BRACING IS REOUIRLD 10 PREVI'NT LATERAL. BUCKLING )F THE TRUSS BOTTOM CHORD WHEN 'TIIE. BOITOM CHORD IS IN COMPRESSION, ;ENARALLY IIUV. TO WIND LOADS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. OR AS DTHERWISE SPECIFIED MUST DE PROPERLY ATIACIIE:D '10 IIII: BOTTOM f.11ORD. LATERALLY BRACE THE BOT'1014 CHORD ABOVE FILLER AT 24' VC. OR AS OTHIRUISE SPECIFIED. jfMUER 9-C: THIS IS NOT A BOTTOM CHORD; IT IS A WEII. AS LONG AS )OINTS B AND C ARE LATERALLY ORACCO WITH PURLINS Olt RIGID CEILING THERE WILL NOT BE A BRACE REQUIRED UNLESS BRACING OF THE WEB IS SPECIFIED ON TIIE APPROPRIATE ALPINE ENGINEERED DRAWING. MEMBER C-LI AND D-E: BRACED BY RIGID CEILING Olt PURLINS SPACED AS SHOWN ON THE APPROPRIATE ALPINE ENGINEERED ORWING. MEMBER E-•F: ORACF. ABOVE BILLER IS REQUIRED PER THE APPRPRIATE ALPINE ENGINEERED DRAWING. IF ME148E11 [•I' IS SHORT (LESS THAN TIIE SPACING INDICATCO) A BRACE IS REQUIRED ONLY AT END OF "F-. .k...... _..... _.......... _.... •..............- --�- - p 1-0-0 130TTOM CHORD --- -- Wf 13 ---- :.... rx G 1.0.0 17-0-0 pLT IYP. Wave TPI-95 CX �%r �_ p ! N E .......... `` X Alpine. lingill -Ird PI'nducle, INCL 11:11urs City, 1.1. 3311-A 1-0-0 FILLER .- .......... _...39-0.0 Over 2 SuppOrLs _D_e_s_iE rl f(ILeI ia: TPI STD 19.5f "NARtiI NG•• TR_U15E5 Rtnum E'RIRENE CARE IH rARRICA11011, HANDLING. SHIPPING. INSTALLING AND DRACING. REFER 10 NID•91 (NANOL II:G INVA1.L ING AIIO DRACII(I), PUSLISIND of IPI (7NNS$ PLAIT INSIIIUI1. $!1 O'UHIt{p10 CIi., SMITE ?Off). RAOISOD. WI 5S1'.9), FOR SAW( PRACTICES PR)GR 10 PER FONNI NG tIIE SE fUNC110R5. UNLC55 0I11(RVifl 11+n IEAtin, rot ulnRn ;nAl xAYE PROPERIT AT UCIIED S IROC fUDAL PANL'L S, �011011 CIIMII SII�LL IUV[ A rwFFRlr AIIACNfU RIGID CEILING. - 111PORIAIIlr, FVAIIISII A COPY OF TUTS DESIGN FD 1NE INSrALLAIlOn COMPACION. ALPINE ENGINEEpto PR'OUCI S. INC. SHALL Nor OE RESpulfilRl.E rUR Allf DLr1ATION MIN fill$ DESIGN: ALIT 1'AIUNf. lU nIIILD INE IRus$CS IN CIINFORNANC'L Willi IPI: OR FADRICAIING, IIANDLING. SNIPPRNG. INSIAIA.ING Alto UNAC:NG DF IRIISSES. INI$ nESIGn tONf ORN1 nN WAPrt ItADLE PROSI OHS OF ADS (RAIIONAI AVSIGN SPCc❑ ICA, ION PHELISIIUI nY fllr AHr..N 1FAN FUI SI AUD PAPER ASSM OCIAIIOII) AND IPI. ALPINL CONNECIORS ARE HAOL' NI YOGA ASIN Ai51 QP.AD GAL,. SIf El.. FACEP1 AS HOIEn. APKV tl1N.NWAR1 10 EACII IAL•E OF TRUSS. AND tINI.IS$ 011(FRWISE lncl,i[p oil wis orSIGN. msplotl CnHUCCf ORS Pull ORAV!IIGS Ito 1-1. IHL' SEAL ON IRIS DRAWING IIIOICAUS ACCEFIANCI OF PRnQSiIOfmt ENGINLERIIIG 0 I1►OHSlp 11 tlr SOI EIr FOR I[It MISS CUNPnNLGI OCSIGR 'JIUWII. Off 'U IYAlIII IIY ANN WSf OF 11:15 toNrONrnl log ANI pAR11fU1.AR BUILDNIG Is u:( RrsrOrI5Ierl lrr of THE PUN01119 OE'.IGIILF. PER , ANSI(:i'i 1-1995 ILIfON 2. - -- ALTERNATE TRUSS CONFIGURATION THIS IS A BOTTOM CHORD THIS IS A FILLER 51 1 BOTTOM CHORD OTY:I TC LL TC 1)1. BC DL BC LI. TOT .1.1). DUR.FAC- ......................... SPACING 1�•0.0 - � t Scale—.1875.__/.Ft_ - REF R081--23639 ..._...—..._--.......... — DATE 03/12/03 --... URW IICUSR001 03064410 IiC •ENG V13/WPF ................._.... .... —_ 21.V ------------ ------- ------ —3L ON MALPINE' ENGINE EKED -PROOU�CT` , INC. ts5o Mariey Drive a Haines wit}'; =fo. 336�+ • (,941j '-3E?5 October 25, 1996 1vir. Steve Dawson . Carpenter Cott~a.ctors. 94 i S . W-. 12th Avenue Pompano Beach, rL 3-"s069 Re: 1-!ailing lviuitrDle Member Trusses Dear Steve: On AiD e toD chord loaded multiple member-irders; when all or rae S- DDO-'th -'sses aT� sitting I. ..iy an the tog chard, there is no newt far a positive connecdon be-n tu: chords to transfer iaad Therefore thr conn�on ;howti on the 3esi may be super sided as s'nowL As ra^h member is applied, iasren loge er w:.h 16d na.iis gunned) or -16d �mnnon nails Top chord 12° o.c. Bottom chard 12" o.c. Webs — 4" o.c. Z you have any nifther qursiiom, Piesse g;ve me a caL. Sin=re y, aryl, T-7NULN D PRODUCTS, INC. :. Senior. Chic: Engineer Truss Fabricator: Job Identification: Truss Count Model Codt: Truss Criteria: Engtnecriae Softµa:e: Structural Engineer of Record: Address: M ini^rum Design. Loads: Alpine Engineered Products, Inc. MO 11 aria• Drive Hal -.es Ci!v, F1. 33844 (86 3 ) •122.8685 Florida Engineering Certificate of Authorization Number: 567 Pare', of I Document lD:IS9Y081-ZC28165451 Carpenter Contractors of America 70772-5U5 / 2879A.B4O ( t (707721-51J5 2879A,B.D ( ji 30 Standard Building Code ANSI/TPI-1995:FLOOR Alpine Software,Versions 19.639, 19.Ob2. 5.01. Roof 37 PSF Q 1.25 Duration Floor 55.0 PS= C 1.00 Duration Wind 1-20 MPH ASCE-98 -Closed Noies: 1. Determination as to the suitability o,f these truss cornponents for the structure is the responsibility of the building designer/engineer of record, as defined 1n ANSI/TPI 1-1995 Section 2.2 2. The seal date shown on the individual truss component drawings must match the seal date or. this index sheet. 3. As shown or, attached drawings: the drawing number is preceded by: HCJSRO81 No Standard Details Alie` L"-'SSr:0J;10J1 urawinar .; zr._._ 1 09254--A1 0402SAKP O1/28/041 2 09255--A3 04028AKO 01/26/0-11 3 09256--A4 0402BAKR 01/28/04; 4 09257--AS 04028AKS 01/28/04: 5 09258--A6G 04028AKT 01/28/041 6 09259--AG=1 0402BAKLI 01/28/04I 7 09260--B1 04028AKV 01/28/04 1 09261--BGE 0402SAKW 01/28/04i `8 9 09262--C1 0402SAY,X 01/28/04 ! 10 09263--CGE 04028AKY 01/28104; 1 11 09264--FGD 0402SALA 01/28/04 i 12 09265--FGC3 04028AKJ 01/28/04: 13 09266--D1 0402BAKZ O1/28/04 1 14 09267--DGE 04028ALO 01/28/04 1 15 09268--HJ7 04028ALI 01/28/04: 16 09269--HOA 04028AL2 01/28/041 17 09270--EJ7 CAUSAL-- 01/28/04 : 18 09271--CJ5 04028AL4 O1/Z8/04 ; 19 09272--CJ5A 04028AL5 01/28/04 20 09273--CJ3 04028AL6 01/26/04: 21 09274--CJ3A 04028AL7 01128104i 22 09275-•CJ1 04028AL8 01/26/04 23 09276--CJ1A 0402BA1-9 01/28/04• 24 09277--rT1 04028AK1 01/28,/04i 25 09278--FT2 04O28AKY. 01/28/04 ! 26 09279•-FTGE 04026AKH O1/28/04 27 09280--F73 0.102BAKO Oi/28/04 E 28 09281--F'T4A 0402SAKN 01/28/041 29 09282--FT4 04026A.Y,M 01/28/04 i i 30 09283--FT5GE 04028AKL 01/28/04i 19011111III1191InIIIIIME �V_ Seal Date: 01;28/2004 -Truss Design Emgine;r- NValtrr P. Finn Florida license \umber: 2263`) 1950 Marley 1'irivr Haines City. hL 338.44 lUl) lucid 2x4 SP rl Dense :T% r;Y4 SP (;2 :i: 5lot chord ^x4 SP #2 N t:eb> Zx4 SP d? A rigid ceiling or cuntinuola 1::lerai bracing at 24" G.C. Must be pr'ofvtrl.1 attadwd to Lite botLLllr. chord. 4Xd- 1 ie Inpll vi rt!!. I().:•?l i! !ncall ?:yl:, ASC( 7 9r, �1.G;)l'It bit?.. I.0 a:i'd iinywherC :it roof, (Al' il, OF 11, V,?:a TC ir•.•',.G I:Sf. tailed lie lli. i1.O psf Uellecliol: meets L/360 live and L/240 LOW icad. 2X4Gi k �! i i . d - -......_............................................................ !...............---.........................................................................._ --_--...._.. _ 1 4 1 r. 1 5Xy•=sX4'= 3 X 4 (All 3X4 {Ai } LL.2 11 9J:) 1.1 -398 141`4" PLT TYP. Wave TP1\R 11 •7-4 3-2-0 Over 2 Supports Desicr• Crit: TPI'19951'ST0) 19.6.39 ••YAP1 III fIL" :Y 1.',•a e• .nl :>IYI �,: tntl :r .,ce.:.l ;nr, Y..n:,. Ir., a1;; rrlk4 IM:IeI: In: �xJ .11 ,:,try. >'11Ir •1: I E1 IM1:1:11,: x•: :O:1,V:t•v, ,/.:l 1, IhI •i>YF, IrNI, r::':11::n4 •.\ :+1 :I/C)♦ , 1•.:•:'1,:::, an: •rl. 31 .. ,':1:, ):•a. •,)EISu4. YI a wif. :ltn tut,1V • S Cru:r: 1• •)• • r.•,n rn :x:1 t1, 1Y: :x n•01 a.,F. ul• t'•1 '•'> w111,!>arl iil :,•'•1.1411'f: •.•SN:1•:l ,•l +::Y�IIEY). M:II: ),"t•1rY1 is Iw01•::�•O, ,VY L11Cr:1 ]1..., nn,I v: 4r,}1t .11 ••.Y t: SI-,r Io-: fwl,: i, n+C 1:1.I(1•,N L:1•:rL• tl;wll Yntl •'4>.1!i L1, %!I)i•.IL •Inf•OF1Af1!•• ra•>)I,g . ,•1:•• •v ,.qt n: o-:.) :;. :,.: Irt: w•Iwrn:Y trF:>a,o> , •'IN: In1•IM�11V Y •:J;F, 15, IF•, );�:,ll an• M >;•XY 11IF•L :I- .,. LIVIr.11,.+ 1•tu1 "K 1Y�:t) Ix It•43 Errt: muu r. Y):,r1 ?II 1 u.:lr••1 l:Iran,i, l •»x:�:FI I•,L, 1,a1•,:I IF4, t: rn: •:. :>•.1 n,1 i4;. > CYnIIY•:,.Y.. 01 :Y•1]e•eeS l 1 I 111 •a„ >Nn r.41 1 u ar>• 1 1 ••erv: 1•IS Pl nn) U "w0( 01 1rl:xr F•w 1•. . - 1 . xl w:l♦ •V •„•1 •• , 1•: 1tYi] nn1,, 1•u,l!) nlll+4>;,1 1.11 a::C ru r.,lt n•]1•:x, rJaIi nF• IY,1•i �: 1'Ik N•Y, ll:] %CI ,. •L11 YI 111 il• t 0: her w4Fx1 S'•:•1 IY: 1'>YO) :t 1. n`)1 II •IF :t•I) Ol ,y1>•I :NLILa11t •nrl, :roll r, Y. h'f ),I: N,I 1x:.IFf: net•. tf ),Ntlx:lll• IN 1. :•:1 .11, •1:•11 •V ,u• Lx ) IVI ' +:3,1:1 It, M:f. rt1 ;n ••1:5 1•�xl'•vdkl 1 v .P at1110•xr, la Inl >I )1 r•n•.I,::II!rtl )1 x; '6.12 OTY:19 RI'855 U• 361 11''S. ;I Scale _ : ......5.. . 1C LL PO.0 NSF REF R081-- 9254 _'........... .......... _. _ T(: DL 7.0 PSF ............... DATE ... _._............... 01'28/04 _. BC DL 10.0 P SF DRW HrIISROM 0402BAKII BC LL 0.0 PSF HC-ENG JWC,WPF SE G N- 41728 f 'fG�f LD 37.0 F S DUR.FAC. 1.25 GSB ................................... ;PAC1NG .............FROIi.._'- 24.0" JREF- S9YO81._742 (;:):;( .. I7t) i 7i)i ve.. X,U 1 ) - .R.:) Top chord 2x4 SP ,1j2 N h)L 0:ord 2x4 SP #2 N Webs 2x4 SP 1?3 Gabe end supports S' max rake overhang. I:(fer lu aratving HCUS1108i U1306241'A U1306184 for stud verLicais and brachig detaiis. tiabli? (,itd•II,iS L•r.cn desiyn(!:1 t.o transf!?r• �l•I n)ritonl.rii wind loads InLo the 1-or,f ;,nd ceiling djaphragms. Ccrancr.tion and dr'Sign of ?hese systems ar•e Ltle responsibil!Ly of Lh. buitdin:: des!gner. U(:fl(:r.tion nt:?et.s IJ3601 !iv(: and L/7.40 toidi l:iad. 1 i-- ....................... . 5 X 5 2X4 (Ali o_lpj 11 .7 -4 R•- 1?1 v 340 N .4' M) rr:ph wind. 20.39 f!, n:t:iin hyt, A`•Uf. i 98. CWLIJ- )I(ly, lucat-d anywh(:re in roof. (.Al :1, CXP U.WildTC Ul 5.(l psi', triad 4C L''L'S.0 ps(. the bulldli, designer is responsible for Lhe design of the roof and ceiling diaphragms. gable crld shear walls, and suppor'tiny shudr wdlis. Sh-�dr walls must provide cunllnuous lateral restraint. to the yable end. Ali connections to be designed by the butidln9 desicnar. n rici(I cctlinp or coutinllous la1^rat bracing at 24" O.C. Must. be pruperly Wac.h.ed to I.he botl.i,m chord. 3.2.0 Gver 2 SupporLS 3X4== NoLe: All Plates Are 1,1"X4 ExcepL As 'Shown. PLT TYP. Nave TP11h _ __ ___ _ Design Crit: TPI_1995;ST01 19.639 •--- ........... _._....._..-- a --- ..........--......- — - •'VFRIIIN•i•• Ir�l}:la rl :ilrl Il:1: r'f Iwrl 111.v>I: wll'Ir IIa F.:I.95. ♦vl+P.nl.- ra>: at1 IN, wan pr.,;ur. t1I•'r rp i;l •vi :•IIS. •:0�••1•Fi 11 ♦ • IM'r•r,ul;•:nl. riri lall�:• p• Ir: (:r•I>1 M•>r• ,rl rulr. '.P' .• qn•v r:rrnr .. •r1: "auw, ••.v,on, - aw > a Irunr t u•ar,c:: !rllw, , vra:v r el,:pi'r:V, YI i•: 1l: !nr tar. it Nw(lra',^V I'1V :J rl [: uVMI Jr. IL'1 is 1'pY(:!•:Y>. aL'A:I ): •1 i•r•� >i rnr;!, rr u. .m :,:u>r, a+Fn .,.v. ,em•nl, .u.,,.,,:p ,u•.c 1. ^. r ,u♦ >[o nJnr,:r nroro aun n. va ••nrrut, ,... v.n 'iXp0R7 Atli •• ia[.1 [r a i^r, ar u•;a rr }Ion ,,; tm Islas: a: ••x rnvnacrM. +, r'r: S♦,;:n,l>:p •,'[JI•Val :. :Vr ♦1•w; i, •,Jr JI >I'1rr11G I.Il IV[ wvr nlvla: ;•>V •>•1•, 'r:[ ct',16w. ♦ht in:l •:r,t 1•: n•I:In r,v ALP! NE !._•.••••' ••.•.•..4111 LA cG!I.+0.,- ,..,11,.;«1!1 .r0, 11 :. r•G"nrl.:> 05 M:M1)n91 !VG. •ulr Irt, PS, aI: rV.:> pwU lVl cl Itv,M C. M.W. lrl [. n• ,r [ra; tall t: 1. w: n1V1 '.......__.._...`` \ q♦.r•Ipl r+,�, ll> .II WAI pr Y., q/Ip;w Ir •rl,::, d:!M waft Wrpl IprfO IJ, a/•�.11 6Fr Y. all:l, `,! `v\ flan: rp a „ I.rr i Iru:T .Iq. a<II nrur. ul . rl+.u. C. �nli p, llr.Y. •'o♦I rIQF .r. pa..::X.a :. n.,. inelinnllecredPnvttl�ts,lna. •r' Ill,Flc•irlr.. r.ro ralrl.u:c n. IV >nan rr r,+ anuae wa or n•Ir >np> N[.1. • P L n„rl>: i.:u •:airs r.olrl..n u• nr:.•1>u•: ,:r 1•clvn n.,r, c,rv♦t unl nr aoa :. ,oa nn r[u[. trwaa ni WMALtdn�t►nt I pl :I rn tu:,.. on Ins :wi ll Ilr ..p 4,l ,•, rnl: :Jr,ryvaa ::e nwr ra:; nlro: n nn >, sva,a: uanr J• n4 IIa1Tc'njL 3-im: J1,p4M1 01 ,:Lcly r•.[ lV♦I, Vr 1 VI <. 2X,l(A1) L--3.6.0--j ll•G•l" 0•1 -I R--99Y U393 14-�V' 5 CTY:1 _. 41L. L•1E1-/ Scale=.3125"/FL- — __....__._,.—_........ _.... _ ................._..... _..... _. TC LL 20.0 PSF REF R08'1•• 9255 �SFA P a� y�G tSIFIG;T�y ! TC 01. 7.O P S F ..-•-•-------------••--• :')AT( ..................... 01!78/()4 H0 * 3C DL l0.0 PSG .. DRi'1 I!cusaoel oaozsn):o :0.' W 2Q I BC LL 0.0 PSC HC- ENG J41C/WPF • STATE OF �s`SDIVA1EaG2 1'UT.LD. 37.0 I'$" `,EON Qli2fi ......__._..........._..... _ DUR.FAC. ._..- 1.25 _.._.............. vRUM GS(1 _.......... .............._......._..._.._.................................... SPACING 24.0" JREF- 1S9YO81_242 (/lil!el. 'I;l)`. ,1 ,t7/JII. 17. 11 t I - n4) 11:t W., t'nll ..V I" tt n rlll J. , .nl. V ..I n. ..♦N.\! ... ...,• lV .•. ...... ,..•. "op (!lord 2x4 SP #2 h CuL 0ord 2x4 SP #2 Webs 2x4 SP A rigid ceili:lg or CunLfrluous laLeral bracing a': "24" O.C. Must be. properly aLLached to the boLlrm chord. 4X4m 3f,•l v = - - .............. - �� .... -----------------------------------------_........................................................... . 2x:4 III 5X5 3X4 (Al) 11-0- Iiph wind, 20.24 fL mean hrt, ASC; 1•"8. CLOSED bidg, noL local(A rnLhin 4.5U fl from roof edge, CAi !I. LXP Ll, wind i:: Ul. S.0 csf, mind 11f, D1--1 0 psl. Oe!'Iecfion meets L/360 live and L/240 iota: load. 4X4= 3M I 1 .- ------------------------1.........................................- -- �� L---- --- _ � 2X4 III r 3X4 (A1) 3X4= I.?.g 3.2-0 Over 2. Support; R-91.1 U-'396 l? t 1;• :'LT TYP. Wavle TP1 RDesigr: Crtl_ 't!'1:199 STD) _ _ _ 19_639 ••VARHIriG•• n'n},: r•. {,•[I r1 n1•tI c>.1 1a lwan c.al ;nv, rlwN:n :a.• c.l r: crG. m`.I w.l tn:. w;w M`: IVL. LIIY 1 .[>: 1 b{ f"b 11 n:}•; :9M1rq>I bl )••111 I:n urLU IFV I, r:Kl::910 21"IYI •rrir,) n; <If IVNI:vII', <al n V r^! 4.. >'ll 11 ieY. n Y: ):R, Y' S{: 1l1 l • 1♦'p:•C •t:•t> •: N: la v tit Yli>. VN:• (Yll rr>lal :Y. n]1 yY•:n, Y: }{!•!1 Irl !wlil\ 1'Iwrl l[IS •C I•.! In r: [•:•iM11R4 :a•.S• : ai1H"lal. ,•Ibliai 11`VY: tt :Y•11.;, 1.4, '.r CI••'[1. ax•.11 nw>1, r: rr,r't 41 :nt x:n a•>I,c: Nr tl r. R:.>,w'0; VI:JV "a N.'en I-.::'n>f r<bYl It >11>rn:C / •. 1HPORTAIIiM01-1010 •49a1 .^. <. IN:. YI,U ,•: !1 rl )"•IYi:bll h•R w•:1 al r:pnJ. I<PY `•11> :")1•:?: wV 1n14( 11• aN:: L' 1•If AL 11 I q Sl :N l•:V: NNgKr V11.1 Inl: he ItYrl•.l µ:., ut:na lVG. NI: Fr IxG. INt: w•1 :nt.Il Rwi1V4 V .... .. :rl >I•INI t•••••••• � •" a151r.V t,.1Vl,nn; J1111 .\i l: I:wN.I rc"Y:SI"ai ':1 w'ct IYl11CNa1 !I >I:.V an; i. VI a: wrw! .V) , �---�� 11:nN•.: \!r r•I :, 11) ,RI Vwa1 41 /a!la/Irl:, I: t/r: >:IN w>SI cr,a! I"o•:n :'Y, ell;t: 1Il•N ntI% `U IR: 1: 1'.:1 •n 'rN() lrl', n}'(l1"':1 RI >Y:>: 1•lln l;a PR 1;111 n: >I4N, Y.•Y::IR I:rnVin-.) Ina1 •: 1`-It•,1e7 Lri lw: •IYULwi^IZ ta:ll,a•i :•rl rI• iYU .1 .IV 4"n:l l\ vll :Y•l: 1i1 1, pint 'atpilcercdRrnlu ts, Inc. -&l';: Inl IRVatlt [•L•I"'lra (•N:n'}l:• Um< LI VLN a•a::•1 11:\ fl•1:.>R 1; 11r >Ya 4y1 W 1•IIS-I rxu,:nl Nl In> wNY b•'II C:NI. 1•_ tm rl .Ir>lull:r tx Ind 0 d .T. R• 85Ct U,-M 1-1-C N� Y:1 f!rL.:.1.11_:1.�./ _........_Scale —.317.5"/FI.. TC i.L 20.0 PSr REF ROB':— 9256 •rC OL 7.D Psi DATE _ 01/28/04 _. BC DL 10.0 PSF _ DRW 11CMk0e7 040z6Ara BC LL 0.0 PSF tIC-ENG JWCjWPr- TOT.LD. 37.0 PSF SHN•- 41:132 DUR•FAC. 1.25 FR0-M GSB — ........ ............ _;PACING 24.0" JREF 1S9YOc�1•.'4£ 11.1> aYlr YlLl rr,R[L' rr /.. -Jrn U:[., Inr, 114 ••.. ., V. 'Ln. 1Jn_1 ,r. r•r ar �r.V �.' nv ..• �•. •. ('U!'.''-'ill', ) 4U/11A,U,U ( ) - .R:,) lop chord 2x4 SP f2 11 :T1 [x4 SP .11 Dense: Dot, chord W SP 62 H ,4ehs 2x4 SP 13 A rli id ceiling or continuous lateral Gracing r;t 24" O.C. Must be properly atl.ached Lo the: bottom chord. 2X4-k 3 X 4 rAl i Im 4X6= 1.0 !rph wind. 19.74 it :dean h9t• AS':E 7-98r Q OSE0 b!du, n:)t located (11!hin 4.50 fL from roof edge. CAT 11. '.XP B, wind VC fll--5.0 ;)if. wirtd DC DL 5.0 psf. 0(:flect1oll meets 1.J360 live and L(240 1,0La load. 4X4= 5X5= 3X8= 5_2.8 _,1. —23-2r-0 Over Supports `\. 2X45� ----............. .......................................... - .............. 3X4 (Al) 8-11-8 _ .....1 R-913 t1---391 W-3.5" 11=655 U-354 W='4' FPL.T TYP• Wave TPI\R Desic,n Crit: TPI-1995)Sl'D� i9.u39 _...... 0TY:1 _.- -•• litl'7,:/ lEL._L_ -- Scale -.317-5" Fi. ---•-•---........._.....,._.._...-----s-.. —WARNING" 1YJ,'.th ar0:•Ir( (Snfni r^r! I:r ,IPsitmjrn IIINCiIka eJlrrnla. Ia5:r11:K4 .Ya a<a•-:hK. 1'C LL D PSF R r ROtf 1 - 9L51 i t(SrY tl• 1•r.Sl 1•e? I4r1:1 •:1 Mri •:(•,1: L•N'rr ,Rll:r •N•arM 11:tN: hVNI I�r:14 Y• IY: IIf JS-� rr .:: In�111J 11, !.] o:.Jnn or., s:na a'.e, ••n•n,A,. 'YI +:,r"; aKo v:Ll rut•,o uas> r.:uN,;;l w .Yirll•. r•,a•: nlrrnlal r". jERPp LO. � •- — •••--_- •-•-•- — - ...`... nl:/ISV4, V: SNHi !or Slflfl r>,(111Yt ••r'•1r :U YI(:•YNI41. )WI. HISi:I"Yi. UNLI,: d1Mr1:?, Ir,41CA❑Y. , 'iIF� ^/ i TC DL ) PSF DATE 01/28/04•- 1 for LYorc vl.n a,v rrmLe:1 .nA<n: le annn:u l• reKln AYJ eJn:.- eaua :Nat nn.l + rr.;r. rl• Ar:v:41e y: •G((� Al. .0 ...... ........ —....................... ! ! 8C DL 10.0 PSF DRW IICUSR081_04028:Ks ! `1 -'IMPORTANT"• rV(4'S4 a (ovr 4 n•1: L'1 VLY b; ..11 IK:1 Sll NrJa U'elrv. h•r, a. I•IKI (nq; n[UlP r'rJ:l••,:5. :": it•Rrl .UI Y[ Yf,r(•YSIY•.1 IU( A4. 1•Lrlal••:Y r-1•r Inl: r:(,ILY: l.• Il:l•,rl ": aKIrU IJ( r pl� �� I BC PSF LL 0 0 1 liC.-ENG /WPF -- ( ••••.•.- ALPT :r•rSi 1,' [eprp>•r,Kll Yrlrr :Y1: •:I 'aNG'(alla•;. nRNe11Y4. Y'IrrlrN., IYSrlll I:+; > 1•S/:InK Vf f.V<SI:, :La-r r'YUrISIbKS JI Ys rL;1:J.:ror, r= aruu ao-n •:1 ^•flnr �'S(�TATEOF ,' ..- ----JWC ------ o[Slar. (ran•)-l: N:•n ^RI (m114Ka1 CVNtICrQr YrAlla ..( YA01 Ul a011K/ILAI (.:IrS:LI :)IX AYSI aGA91 fi:IC lY•• a/N,S; :.11r, ♦:Ill lY-1r ( �'` :� TOT. LD. 37 . J PSF SF•.0N - 41734 1 : irrcLn � innlydProduct%.It M111S It• (A•:1• laal nl -US, a44, IrKII S, V(.11 YVItl •4r •Ir0 •IY Irr1S III IIYY. 4J5I r, VY 1'1r r4aYl Y:.S r<rA .. ^YI INSrI(:I(•>' fn 4La•tiS 14•InV1C Nr 111 SNall Y• hr a4K(I al rl ::11 )JD) )1( 1 ^ al a: n'/ fl•:5 SS •Gl� ,ONAt{4^ DJR (` r FAe 1 —--............... f RUN G B S : rCl 1'r<0�1a11rviAn! I ll+rcr(Tip. Ft. vs(( 1.0101!,rar: •rn U• r(Vr11:d:NA IU:.1-rrIN (:,rLr.SHlr:rf sUScS ra INr rr.:':) CLL^.'UIYI Of 51 fe 14A+Y ,U7' 1A1: a01r :11 .YO V(i nl II.IS [ObV:ri>1 : rN, +1':1 OI Y:r IS 11•r <I,^fKS till Ilf .1 "'1 RYI•e'•N. " Y:r .r(1/Ir: 1 SIC. .25 - - - SPAC [ NG 24. t)' --- ...................... _... -- - - JRf:F - 1S9Y081_i4? LrLr1allRalG•1r:uG5Gr1DO411axT in, chord ?r.4 P # (1 Brat Chore 2x4 �P Jf? td ttebs 2x4 SP 113 A rigid ce ding or continuous lateral bracing at 24" C.C. Must: be properly attached to the bol.1.0ni chord. D,!fiactton mxels L/'160 Iivv. and t/1.40 total Iliad. :20 mph wind, 19.24 ff. mor:n hgt. hSCf. 7 9`i, (tt1S11) iiidg, t0catud anywhere in ro!if, (Al 11, CXP Ii. 4ilnd TC Ot�'t.J.0 psl, wins 8C OI.:'�.J psf. dl hip supports 7.0 0 jacks at left end and 6.11 8 .jacks at right end. .;asks have no webs. 4X8= 2X4 NI 4X8= 2X4� 1 I - .. 3X8(31) '= i •UJ 7-0.0 R- i 756 U= 760 W-'3. 5' 3X8= 23-2-0 Over 2. Supports ....................................................................... . . 3X4= 3X8 (81) PLT TYP. Wave TPsign Crit: TP1 1995(STD) 19.639 ••KA2NIK9•` , ]sl}>(':JIFI U:rrra (aFL Ic i3Or 1:,11•IV, N:11'n., CV tfrl V4. IaYa:•14: ..:•O>t[14L. 1•tF 1) 12 i3O: •4.11�9, r! r':nr.n•nl s,ll:• Ic!.n rat lr4: �awnllVl,4 r .rl : , V•al( Iw;l1'9,I, •.., ' 1.1 I:a ♦•11,i tOV, Y.nl s,:n. .! s,/ITI • • ,Nl,n :al••} • and alf,, ........ Y..I,: . ,n1,ON, I:: 4a1: .1 ,•)> :al'('f 1'ea•;1ltl♦:•t I::C 1!.' �•rwl t4 IIN}) :'%9t llnN,' ;i)C a• rYI:: :n4lfal14. '/�\\\\ hrV :,:�>n ,null waI •tual cl. > ,>.,wu }Ir.:t l•,F+t r.n,la >c4 ;(•. l,W l.•:1•r0 tl,lll••,>ra + Y<t•,'(>.t al,a'.:1 ,' \ ••iHPORIANI•• la>u:vt w 1•:r. a )•::> r,:I,w p• :1. u(ta,lan¢w;•,v)f:urF .,r:vl !Nr.:>•I.:a ALPINE —• rHNt, ;. :rt. n•), 41 �•u, unc ns all a vl>•aa Itor. ,u;a }1 }1Lr. >v, I>Ilatl ,, nvnn n•l I— - --I ten :> 1> aonf•:. V,r•C' 9: 1.1 Irl: ••• I..l•.:(.: INI. •• """" 41 SIO Ca•n�:�tl•> al tN rl•�: 1<,•:,1 rtJYl}1•Jnti :'• cN} (ct:: Jl•+1 {t \::•,: Sr(f„ 4: ,f \r a: ANO Irl, :119L ••• ' ��,� •,4na,1 ,1•c V^r •a} !r• n•ni •„ r0'Ir; II•ft lV,•Il till +!,Y. ra1( LY•n• t•/a0 1V. I/n, (( (L�J \y gait/ Ir I ,au hl LIn1 .c9. JvnQ .0 ld rv: }! Inca,l0 J Inls OI }ILn. +1.5:11.)L>F12 ut.::ac:.:Ft.•: /LI )int: t: incnTd l lUa,utlt, Ille •ant I.IVl r, 1-m all :'I . 11 Lv • tv� u .v 1.) u�A. t 'Jt n t .IIKf [ • : ,rn "'0' 1""' • v a: ON In: a W IIF>tl r•: IN;'I,.,It ali(rlrnCl 0, Frgll }, 1(•:lal lll�.lcl(rl'•f, . •r.,,LIY:11,. ,Jilt, : ! Ina �t.,a; ,iY rJal nl IVSp\Lukq lknt 01 tILv {pUYll, !ill lu, I>01: 11. N> V wr 111.S •.(W/Farr• ,•l. IN ►'1:191.0 1} IW trl !1'0:.,:rU It, ," llli ltiisl(—m. Fl 334" 4nn utnr. ?I }:Ls.r r:v .a},; 1>! ( u!. >� . FL Ctl:,(Imk'ol a\Icim,u.ILv91 iF) 6-lt•-a- Il•4.7 �11-it-11 R 1101 U--71/ W=4' -9 Y:1 lit 1 E/ SCrile -.3125"/Ft. —TC LL 20.0 PSF REF R081-- 9258 _.—..._.--____----............. TC R 7.0 PSF ....._. DATE. 01/,'_8/04 BC DL 10.0 PSF DRW oao----- I 8C LL 0.0 PSI' --------*------- --* HC-ENG JWC/WPF WT.LD. 3.1.0 PSf SEW 4 17 36 — DUR.FAC. '-25 FROM GSb ___._...—._-- ....... _..... ... SPACING SEE ABOVE .............._.............._................_ JREF- 1S9Y081_7.42 ..!I.V I ) nOtJ !op chord 2x4 SP g' 4 But chord 7x4 SP )(2 11 heLs 2a4 SP #3 A rigid cr•iiing or corltllluouS lateral hr,icina at 24" O.C. MUSL he properly al.tached to f.be i;oltum chord. RFFFII TO DRAPl1'I6 11CUS14".1 (11306184 A 241 FOk SWU VI.KTICAIS AND URAUNG DfJA11.S. fiMr.. FND HAS WN KSIGNID I0 IPANSI'LN ALL HORIZ0111A4 HINT? LOADS IN10 THI. 11001' AND (.I.11ING DIAPHRAG!•iS. CONNCClluli AND VESIGN OF THLS1 SY'SILMS ARE 111f. RI.SP011SIN11Ill' fil !IIC millwil, UFSIGNF.h. 4x4- ii ",.. - 2X4 -'A! ):a: rsph wind. 19.95 f!. rlern h;t. AST 1 98. CLOSED b1Qg. tocaLec anywhere In root. CAT il. I.xl' 3. wind IC N.-5.0 psf. !•rind BC DL-5.0 psf. I)ellecLion meets 1.;360 !ive and L/240 i:otal load. r, +17 4.12 �—_ 14-8 J Over 2 Supports --- R I12. P I f U°°S4 PI.F N•J 0 0 R-11? 111.V 11•fj4 P L F N' i 0 0 Not(:: All Plal.eS Are W2x4 Except, As Shorn. _•—•YA-4N1Y.f...•..•...i...r.:H5 Rln1•I>l lxltlgl :+�; In :a.!lt•,Itl,,, ru„r ;cr,, wtvrt•,r,. ,opl;:, IM. evr rrat 9.639 — lr=.3125"/Ft P.T TYP. Wave T-1Dc�i.9n i�l .._:.C-'—: TP1 1995(STD) OTY:l ca ...... 1..........—_ lf. ..::< ,a :f,t o, •«.::o-,•r. fn..r.an, ,•,u• Ir.ra.r,,uc.:, rust:;,na •: ut nv.,a >;.f[ L,n:on, u, P R---- - --•----........_-.-_-_—__- C:N: •,•, IA . \nl.i /0>. MW,l:M. ul 11:1.: •MI w" IW:n: I,:}a> —WO.. .•, •1Vr1,• 0V. I'll rrY Uf lY, � P � TC LL 20 SF REF RU81 9259 .:,,1•. ::,•:.I :n. :,If.....•:,:[I<rat.: ,r.•t..f..••Inc lrl:, t,..,.:r,> ,:b:;},:•,,.iYl'I -.- .,1G• P�—T1F0'-. I TC DI. 7.0 PS' DATE 01/28/04 .' �, I :r:.• trn: aial: n.r: r..niar ena.mr. anu••:u: r,nn, rno c.•m« c•.o>o „i:l. v,t a ,•a�•n., ur.:•au (� y_............... _.... ---_---..._.. 6 F ; Inroar�rt I I,::a,.,:,.::.:,.::, fr.tl•.l i,.Vin (I.•> r, : IC:.:.•:.•J DL 0.O S it, Ilcu aoo) oat r.n: of i:, :•.: b,•:, •n m >, :r•,r,:ru •<n :.I uf•u •:rc : <:« n;i, n :n.r; >.:, u,•:�>.,' n N•t:a ,. I . 3C 1 P •' • 2anr.0 /—ALPIHf�1:,::to.DC LL 0 0 oSf FI! (_NG IJb)t /kJ?F (� of tt,r tr.•raan •n IY ,v:, ic•rn rnrr.:•c>: ::. co> tnu nn+, tn:;. e, ,n:n; •aa:n. +::im �O` ATE OF..::,:.a:,...,.r•.,.:,•...,,,,I..ORIO- �TOT.1.D. 37.0 PSF FUN...— 417s8..... — 1 I:1'. 9f— --- ��--- I, C.W. i• ,•I ;,..�: a, rir w.nl, a, ... ,YI, !•UI '.1_ ,. .in •r:l 4cac[I Ilnllu,:Is, Inc. / NA Ll l)� F Al. •---------.....-- FROM ii11 „••,f A•• loi,l(•:,, a, ,.fr. ••r, i•: r••1, l:,lr„a, ,V.:I,t•1 •: t•: .. ..q:.:,n,: ,:• v,:la• ,i,•; ,,.1 ,t,.c, `'.u,l•J>i..: 0 ` I 25 r RDM GSv.........-__.. _. IOw1<Iv Dine aon•vu n, •.. In;a anrvr,xf•• am r•m r,ixc n w+ >.. vo>,;ru ,:• f•I n,[ - __ __ ....._..._--_.-.-. ... .................... It„ocd..n.:un .„ttn:n;r r„�>•:,..... . , a, SPACING 24.0" JaEF' MY081 Z42 lnl: W. I",.rllr :.[.•:..Irr.l:, 1:1•U. Ir'/••t. • ,:—lr. , r, , .., ..r. lop chord 2.x4 SP H1 Dens- BoL chord 2x4 SP #;.' N Webs 2x-1 SP #3 SPE(: iAL LOAM ,IUMIiFR IC I•roln 54 PIF at • 1.00 I.n 1,4 Pi.i PJ Il.t)3 BC From 20 PIF at 0.00 to 20 PLI' at 16.83 PLT 222 LB Conc. toad at (16.73.17.67) IIR u33 I'll Con(:. "oriel at J7.67 A rigid ((-M1111 or r•I3r.Linuorrs lateral Lrar.tu; al. 24" O.C. MmSt be properly aLla(.hed to the LotLom Chord. :20 mph wl:ul, ?.1.SE: ft ru:ar) hltl. ABC., 7 98. CLOSED hlrig, 0-,iod anywhere in roof, CA! 1!, IXP B. win,! TC CL=•!.0 p,Sf. ,•!ed i3•C itl:5.0 W. (A) or scat- bracing clay be used in lieu of CLL) bracing. S111)SLitute (1) scab for (J) C!.l; and (2) scabs for (2) CLFeS where shown. Bracing to be Same SIZe, species, grade, an(:: 8t)% leno:h of web mewher. Attach with 0.1280" gun nails @ 6" UC. (A) IX4 ;13 111'11 FIR or bpl.ter continuous lateral bracing to he equslly spaced. ALLach with (2) 8d na!ls. Dr'acing nr:terial to be supplied and atlached ai L>olh ends to a SUILah1e supprrl.1,y (3rectio❑ contractor. 2X4111 Deflection meets I.1360 live and L/2.40 Lotal ?0ad. = ]13rn: all supports lu scud bearing. 5X5% 'A) 2X4M 2X•4t(A1) ;IL•( TYP. Heave TP;),R o•o-n (: 17- -0 0ve3r 2 Supports 't R:-1504 U 6b9 1I=3" Desttin Cr11.: TPI-1995-.' 5; T0;_—_........ `— 19.639 •uAfl 11.1, 'fCv)1: VCVrVI i)•L: [I u.•' IY Nnelr>•:nv, ue•:":M;, eCrnlvt. Iv:r,•: P.: +vu A.: IVG. r YrU :>I 1 01 :e:rll been: lu^Y•lne vl r Inl •IT r.I•ItYi, rJ•'11'dnn 5, IPI i ,11 IM::rlul:, {): �rl ll Su0 rY 1!•.u, , '.)i IS: nYU Jlln 1,:"J1 'f::v5 � v[n :r ab'f •Cll,, %,Ob [.Y lr rnY l:, :Y ill Yf�,:"•'. �', t1.11 , , .,:� I• , !:e �.: `Y 11•r en }. r)JYr.: v.: r.,, •_[ r v.IIJ•I'.. UYt!,$ ., 11•, rY:51 :I:nIC>r:I• ,�3r Ciblf ll )Nell :,avl `rrY9%. elf a, 1,1 re•; 1•v., 2n•:I:rt>I I,nl.> AMII Fell liv,[1W[h )Yti, ,I,YI v Yi•ulY•, al ll., ••:e '•:NPOF!ANT•• ru;n�>;, , .,aYr m I,,,, nl ::.re :, :er :h{In,�nl tau s[a:rnt ••:• a:•:r.•: I.r..I,.,. rru rUu:,i lv. L,, {F,.1 F•,e YI 11 vrPY>:>,e I'•Ir nv, }I vlrll•W rfJ:r ;hl> 215:SY; nv Aer :.�f 1? 01,IIC I•Il IYulf In >Gu: l•f ll.fa: r:ll, rrl: JI Iahl lrtl l4,•, .rafUl l,:4. �clMr:..:. ;A{Inr, t4:.': •:Y,C I.'4 •4 :Yr:•v:} •:l {::.J iJvr pYY.Y JI1., , r. IC•v�e Yrnr, ::OY) n1 rb> IM:: 1�",al 91 )1:.. •r:i. 7! le,r,) nYb 1%1. ll.eVf :,»...:ear rl a11S ,fl r,.q; r) )n; W♦•,.l.n l<.re: V•! )C:n rJ:>i 1.11 l: I •4Y,h, rv' N. . ... •,U. fl r I ,• ,rev .•. „[I, ev[I n• r>I•>, :n:. Ulere v: •):,., ne:,:. rn,• >••:i, Y•;S:fIW , t•, ,Y>YI :,;•,Y 01 P[pll[ rdl'.'••n rr Ire vl.>r Yr R< ,Y,;} >e ro lrll •: b9! tl i. f. , t: na •1> P.I) Fr>,@,. ,Yyr L, r.) l,.:1,rU,m: r, nr P•lea•:n U,•r Ygla•aln!. ae >Mnl:nll ll• .".Ir• 1•U L•I gVvf ,. C:•rAn•,r• ul .: L•. ,Vrau, n• NI, e,Y:: 11• >YO r;>I lJ r•tl, e•h•Y9ul nr I:,C M• 0u 11?Ivr, Il btf tl J-nc 101e 1:1 rr ICI fntr:, 1.1 01 NI,Y,f •r:c ...1,•'I I {, :. .. A, _ 9 0 U OTY:25 F •4 P:N�29� I 0.: STATE OF Si ZOR)lDh--' S7aNAlE� Scale ^ .25"IFt.. TC LL. 20.0 PSF REF R081-- 9260 DATE J03 /2.8iO4 TC Ill. 7.0 PSF ORW WUSRUtl1 L40LKAKV RC L 10.0 PSF 0.0 PSF fIC- ENG JWC/WPF c>LQN-• 41740 - ----- TOT. LB. 37.0 PSF ............. _.......... MIR.FAC. ...... 1.25 -- FROM _— ..... GSL ............._--.....--.. ;PACING SEE A8CVE JE(EF- 1S9Y081-.Z42 I 1FI'� LNU .`n<r.triv :.Vtl ., l'r•, Y,(. :T.1 ;r:•er•: r :u'•',n Y1v.. .am:. ..,.v ':. ...o..: n.. lop rhord 2x•i SP #2 N Bot chord 2x� SP Q2 ll Webs ?x4 SP #3 :uJ 2x4 SP #2 1: fhe building designer is responsible for Lhe desiur• of III'! rooi and rei1•iny dialshranms, gable erid shear walls, and sit pporl.ing shear walls. Shear walls must providc mitie.uc-Os lateral restrnlpl. to the gaol(! end: All corinections to be designed by the but!dhill designer. A rigid ceilitin or corltlnuous IaLcr'aI bra cflly a1: 24" O.C. Must be properly P.tIar,hed I the bottom chord. UclleelIon mer.ts 1.1350 live. and I./?40 total ]odd. 2Y .4(A1) 1)mo!1 IIIF U'-31 PLf H^-16 i1 R 120 mph Wind, ?3.af ft mean h t, ASCC 7-9- CLOSED fldy, Latdt(:d anywhere in roof, CA: II, IXP B. wind TC. IA-S.0 psf, wilid t?C .0 psf. R1y!tt end v:!rtical not, exposed Lo wind pl•essure. i(cfer to draviIno, IICIJSR081 01306241 S 01306",84 irlr stuff Vol' tfi.dlS and braci!19 Ili! LaIIS. fable rand has been dr.si;ned to transfer rlii Lori:nntaI wind lca(k into the roof and ceiling d!aphrayms. Connection and design of lhas^ sySLems are the resporlsibiliLy of fhe t:•ulldir.g desigr.(•r. I 3X4 I I i 1 I I ! i i It 8-15 16.9-8 Over Continuous Support --- Note: A11 Plates Are W2X4 ExcepL As Shown. I'LT TYP. Wave. TPJI1R ALPINE pine Cngiucl rcd hi)ducls, Inc. 1950 Mmic-) plln H:ilna Ow.fl. AI:II Design CriL: TPI•1995;ST0 19.639 •xAIIH in9•• 1 :a. .wd�4i �n=l rlri �:-s-1r :.n>la.nt•,. .1<nul laL. .„u•r: aa. yes •: ��:ac-wn:•+>r-.t�nl:---...1r-- rl.lr •-0 II(\1 1•'I•• •rVi<:•lu:: (••Na•Iwl nl fa11 •1 :N I•uIIJ•l., YUOI I\': 1• •• Ir: (1)n'..':•1 )1: 1ua1: •J1,, �.al ' 1•, RI•: 0<., SL: •� 10V. III" S:in, ul aallT; an0 •rtA l'A�f' IrUa\ lJilVa l: •'I aM',a ll n, f\7^. In11 tr<1.' l4, YAIII t•:f. l:: S?: lul I':R !lit rf lP,:l•::1•'1\:'[t.l! IJ I'l Y::•v„11:(.::II '•1 I:nII :I'•1.S ,II:; :_., 1111I!rx: S: :'tl•:f Alf U. 1'•r !1u::V SY,11 1 t1 rRVll rla i:1Ai••:V SI aLC 1.1R w• r.Y11. AN•J UC•1f•N I,.aY, vA,l nAr[ 4 Vil•l'1 a.,, wl t.•.II r. •'INDJ4 TANT`• :•�•N:aJ n :nr, o 1N:1 nl ,Il,n :1.:uclw Anrn :,,Yvala•r, w1 r: NI ia4ui: •!D Yr•1JU(14, :•C. SNw:I w•11 nl •1 .>dutlf:, .WI rn 1.1 :UM RI•X I,IIa UI al<n. Ant I it". 1•: Wis.t IN •<11 S! Iw l••af V<fY•t: II I'.I 11'1nr A: 11 ••t ... j. AI InY. :,, Nrl lwu. .IY,•1 rr:x(, IN:1 a:N•: , •1<r 11•I. r•' ICV.II.. C1 a11•Y �rwrlr;••S Y1111 •rrl It Mrl •NDr R1J+( NOS 1xw11Jw.1 nl fr •, `I I: AI nnf 1r1. ,I uf•1 aI[:Ja rl <f11 :r1 NA4 1 Ur rr; 11!Ill:i IY,Y:irrl .SIx.411!AR I: a.,•r tY. S!"•SI G.,a )11:•. :,ur:l rlAll i ,•1 IIt. :A(1 I., Irl•SS AI.,. U11111 ^IIIIr,Ilaf 1;•L•:10 DN 1111a Of ..11.N. +:•.:I I!•n 1•'t •lrwilR., ;•VA•; Ywf 1•l••1r11':• JI r; wllt rt.:, Dw t, 0, 1': i'la•1 01 It a0vf: AI -i Ie-1 11-1 trl.l, . Vil DR ,•I:i LR.•.I wv. IV1, IawI:S 1•,I rI.X't DI rrJll aal(•N.1 IYr,INl: ttw: rC arJNSln:t 11• 11, : 1•.I iMt •un l•.: II•.1 Cl.l{•x . ` t•111 Y:111, wVn l••r VI IIIIS tICS•.trr •' aJf .Nf fn:l'111:4 1a IN•f r•.arVNII 11, VI IHl na: c: at �r.�nlaN: r•.�n Ana .1:1 1 «r, a. IM r7TY : I TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PsF BC LL 0.0 PSF TOT. L1). 37.0 PSY -DURJ AC. 1.25 ............. SPACING SPACING 24.0' 0 `(:ale - 31 5"4t.... REF RO°l•• 9261 DATE. 0)/2.8/04 ....... -.... .................... _.._-_ DRW 110.151118) o4n2GAKw m,-F.NC JWC/t-rl'f--- SEON• 41742 I' ROM 6 B ............... ............... .-------------- JREF' 1S9YO81_Z42 5 t !'op chord -,x4 SP #2 11 120 T.-ph wind. 12.,14 I't nl-dri hgl_ ASCI 9fi, CL( SH) Bldg, Lou,iLed Rol. chord 2.Y.4 Sit 12 N vnywh;mre in rooi . CAJ !,I. 'LXF 6, wind IC I'll. 5.0 psf. ".;rId 6C 0I.-S.0 psf. Webs 2x4 SP P3 GaI14 PIld SUJ)I)0('tS V wax take overliany.l Pight end verLical not exposed to -,,rind pressure. he lito laing designer is responsible far'Otu duslirwi of thrt roof and Member to !je i4terally braced lor horizontal wind 10AS. Gracing ceilinq diaphragms, gable end snear wa-H.s. and supporting :,hvar will is. systen; to be des)gnt-A and furnished by cillers. .,hear walls must provide ci)r.Linuous Tateral restraint to uie qpbl,% end. All connec !J on,, Lu be des i gned by. the building designer. Refer to drawl rig IICU-SI108 1 01306241 & 01306184 fcr stud V(!r t i ca I s and brec I nq details.Gab lc end has been designed to tr .111S f (?I' all hor i zorlla I A I- Ce I rig W' (J)"I. i I'LloUs I a 1 era I britc. i liq a 1 24U.C.bust hie wind loads I ;Ito t he roof irld ce I i nq d 1 aphrayms . Connection and design properly attached to the bottom Chord of Lhosc systems are the rqS.pt)nS i F" i y of i lit? building designer. Q360 live and :-!?40 !otal .je cc 1. i on 4 x 4 10- \X J* 6 x 6 .. ... 3 2X4 (Al 3 X 4 L2=0 . . . . ......... . -------- - 14-1-0 Over Z Supports Rm-608 U 184 Vl--8" Note: All Plate:. Are W2X4 Except As Shown. VI.T TYP. Wave TPI\R De., ign Crl L_TH -19..9�.STU) 19.639 ... ........7.MI."1w. 11 1. tI.k:.: I M'. ; P-11 I "IMPORIANT"' Lon 1141l Will : .11 huclum IncWa410 -it 1.1_1 �•,l Ill Ll 11 111 1 1 0 "1 I1P,)klAq Diu i:1711fil, 9 c-r 4: N wl Ibi— M. Catir"m fA4Ahww 7 1 11 R (0) 11 L' 1-J. Scale 3 1 I C L L 20.0 PSF R F. F R081-- 9262 .... .. . ................... ............ TC DL 7.0 PSF DATE 0 1 128 / 04 - ------------- *** ......... :.,* --------------- -Y. BC DL 10.0 PSF DRW HLUSR081 0402SAK BC ILL 0.0 PSF .......... HC-ENG JWC/WpF SCON- 41744 . ............... . ........... TOTAD. 37.0 PSf DUR . FAC. .. 1.25 . . . . .... FROM GS B .................. SPACING ........... `4 . 0' ........... .......... JREF- MY081...'42 lop clru!•d 2x4 511 92 rl Bot chord 2x4 SP #2 !l Webs 2:c4 `•P f3 The bttildir:y designer is responsibl: for the dr.sfgn of tht: roof and ceiling diaphragms. !ladle end shear malls, rend support.ing :;hear wall;. Shear- walls must P!...)v We con{..inuotis Idte!•a+-rest!ainl Lfl the grlble end All r.onr:ect.irns to he ot?signec by Li{e building d;!signer. A rigid ceiling or Continuous lateral brac1;19 •31 24 O.C. Must br• properly aLtachetl to the butt(Inl churd. 4X4=' 20 tnph u!rid , 10.93 f:. Intl an. hat. ASCf.'I 9r, t,l0�l.0 bide locait;d Ftnywherc In roof, CAT !!. 0P B. w111%1 Tt. UI^..0 ps1, .4ind Bf. OL 5.0 psf. Defer to drawing IICUSR081 01306241 d 01306184 for- sLud verticals and braciny deLails. Gable er:d has been de::!gned Lu Iransfer all huri.ur,tal grind lur!ds int.!, Lhe roof and ceiling diaphragms. C.onn:ietion and resign of these sysle.ms are the responsibility of Lhe building designer. Defler.11on :naets L/360 lief! and 1.12.10 total luac!. l i I 1 i..r.. 7-77 2X4(Al) U•o'° I 7- 4-0 14-8-0 Over Continuous Support I1r-78 Pl.f U• 29 NY W 14 -8 0 ;dote: All Plates Are W2X4 Except As Shown. ;LT TYP. Wavt_TP1 R ---y ALP M/pi'm Cnginec W Nod lrcl�1- 1VC1 Maaq Lhm Nnlm Clg•.ft 31311 Desion Cri`_: 'IPI-199E(STD1 19.639 (STY •VLAti n;r,•• :r•I,VJ rt•1:•1.3 up{w: Iwrr 1> rnlal{}[;❑►. •[n9y fVu. a,llrr iN4. 14,Inalr4 a[n: :•..: In . vl:•e ,[. �1: t1 1 ,:, 11•�::1 •I:N•: ..1:1,•4N.-.:.r ♦t 11 , a..n.r l'•N:.�:',��11,•I:. f• w• fl': llf lra•. rl wl: :�,: rll•�!. :>: J�J>J•rrr• cr ct••n sxo. ••wo::n>, vl •� f.•n •,.:1 .::, (JI•lo IrDt} c:•�a.r.n .•r v:: rlan. rest irtr,.t nt :N. SERP� Naal_, r. vl srl., :t•r s+l: n r3.r•I:It•r'r l•,r :,' r,urt>mc u;r.e runr•n•:>,. no t.: I:ao rNi>• Il,o:e,l. ;,, y>,��%'ptIFIC �ti 1 :nr nloen •nwt .. nn,. r.a•ln, wn.r.un ,1 nw.uvu '• nf:t ww DJ t .[YJ" ram• •If(7DRl A9r •• :1•t•tl to a»ar [:: ••�r, ul„c> : • u:, t.rv,l: It ln•• vl rr nwr, ar1Y: :,•.:alf:o iC.i�w•r_• 1,'(, ,•[.[ .l irrwr:l,: f.,i w", Dl f:wl l•In •It>, Iri•. :IC}IL.Y: .:I .:r: :r >C:;C :•1 tf•l;t 1+ nl JrNa>flI•• :t'I. •rtli2�1[.n,, J:Y: fYG. INSlwtl :i fr of [C:n•: yf rRJI:IS Df t:�> (.IY ,rItM4 JI t,. + I•f llanll rtl,rl,,:•N: •II 5r5 ; t�ll•Nai �JI :I •:4 :[•1 (. •• n•t:'f, r,D I «�! IN; J>Nl[144 rl wli♦ wr! :r•1.1 JI )4[, •r 14C• „1,1•/,; I.i a}I:' aM1ll •:tw�l tr1L> IN• 2[II,,1 :.0 r.r,1:,[ [I•r'a• ••Iwo: Iv I,.nl ,+1 1, ,Y Ito,} ,,r" ern tr nuarn t: ,••rwl:o •a 1«n cr,1:+, rslllml n•r of av•w, r,o, ( 1 IN4M Q IdN pl 1'V'C} t0•IIVin «f 111 :Nall >I r,t .}N(3 •3 IU iPl: )00) fll' 1, t 4/,: vv Ir•IS pr.N l"n IN;�Ia+ll1 l�:Sll lw•Ill 1•[ r[r[!\al:,Ytl Il4'J11.1+4 <: ,rl•V>•tlr :Ir tl�,ll r 1 t 1:« Itl•Sr �t•NrIJrI YI Jl t:f,w ♦ Il:l 3:•I l.wll llr .nD 431 •,1 :N{S fdl.hlYlwl •r] I«, •tril>IN:: It Itf Dtl t-f•NS,t I[ Ilr Iw I.11 }•, II JI\G •11 t:(,rlY «I f. ,rt:Ilr� 1 :1 i. :. _9 0 0 TC LL TC DL BC OL BC LL TOT 1. DUR.FAC SPACING E; • Scale_315 Jf�r 7.0 PSF ...................................................... DAIT 01/28/04 10.0 P;F 01<1'i HCUSPOP] 040—RAK.f__.._ 0.0 PSF ........................ HC -ENG --- ac/t'!PF 31.0 PSf SEON- 41746 ....................................................... 1.25 FROM .._..............._.... GS3 ....__.. _,.. ................. 14.0" ...............'. I JREI... S9Y081__4Z' ir•; )i 5It: eFI9A,7,.11 t ) FGO) : 1:1+ YM1I� +r. rr .lU rTaA .•. A• .n InI,• 5.. :•: • J+I�+ • .. r� ,•.. : ... .. ... ... :op chord 2.>:4 SP Rot chord 2x4 SP #2 ti vIcbs 2X4 S? W3 SFCCIAI iOADS ' -- •(LUMHfii OUR .f'A(:.-1.2S I PIAli MIRJAC.'I.2') IC I•rom 132 PLf af. 0.00 to /3,: PLF )'1. •1t1.4? iiI' !'ram 20 PLI at 0.L0D Lo ;,J PI-f at. 20.42 120 niph wind, 11.00 fl mear hgL, ASC; 1-98. CLOSE,' blllg, no!• loul.ed within 4.50 1; frorl roof edge. CAT II, LXI) b. wind TC OL-15.0 usf, wind DC DI -5.0 pot . Defl+tcIion coeds 1/360 live and L/240 Local load. Ihr_ IC of Lhis L,'USS sh-3II be hra(.r?(I mil! a!Lacll(?d spans a: 24" CC in lieu of slrur-(uraI sheathing. 3.0.0 3X4 (R) IN 2 X 4 III 3X4= 2X4 01 tt 'X8= L........._..: 3:X 4 Es 2 COMPLETE TRUSSES REQUIRED NAILING SCHFDIILF: tO-12.80.0 g.rliIISl loll' CHORD: I ROW C 5" O.C. 11D1 CHORD: I ROW C 12" o.c. w[fiS 1 RCN 4" o.r.. ,ISI. f.f11JAl SPACING UI'INLfN ROWS AND 5!AGGi:R NAIL.) IN LACII R014 '10 AVOID SPI I111NG. End vet-ticals riot exposed to wind prrs;u,e. A 1•igld ceiling rr continuous lalera! bracing al. 24" O.C. Plust be plol:crly alt.ached I.o Ito? bol.Lom chord. Tr!ISs roust, be ir:stalld as shawl with lop Chard tip 6X6= 1,-- 8- 6- o—_......_.._ylt 1 l 0.0 :J - -- --.._..-------- 20-5-0 Ov(:r 4 Supports ---- R-2.6'Jt; Il--'ifll(i N= �.5" I+-f1053 11-1y4G ld•'3.'i'. 1 R=!•'•Dl tJ 172G N•3.5r PLT TYP. slave TPI R Design C_ri_L: TP1--1995 S1•'U' •_! 19.639 •'WANING.- r—lnl la:■rw :a.l IN S+rr;rr,t :•JY, wrnl :u :•1. }Iw:,, IY,lw: L14G +rr >rwrl rC. tl •!> 11: :•r 119'%>+r'•J•.IIII.111 •)I,r, tt•Y.r;.Vt NI ♦+I:Iv Irr:Kt.w:l.n..'•rJnr :,•1[1: }r :1.1 o-.-. P vll' :v i•111•:i. >tJ J'•`n•)I r:J rr.. tail{ ton, 1•+IIItf•N, K: •.J•I>: wr.n Jl•;+ ;VUn'• :r•;:. t•;1•K<1, :'. "+[r:l •.. :.l.:u Intl rl•[1 sl :r. rk41 :LN, tl >+Jai I.., >.n :: rr JcnL_5 !r lt•Y In p•nnrni}•: •a ?( •nNCltrr:. 1•K114; •)l nl rrl it IY•r,:wlra. / Iw InorJ ..w•: ••n :r�.>I>u .•uuna •nvt:Jrel tool: and .Ia :rT uwrY :n+ll na+. • rrc>Inr ..Ia, u:r I.......'./•..I�lxnv—{nCf_nA� l!rYr—im�/Y`7`1 LtrJr,"4ILlu•I•KL)r•HPYaLIlJ•I!rPI.•Irni!O::r•:•:RrLr.>t:, 'trlII.InroVun':1fVY!NN„LwY:l,a,+Crn, nln•l.•.lv\ rul\ K.:K CI,I•lIw1'J1tI! •w.1I:,SuI 4r•l.;J>}..I:I•L1l. .ur•I: IC•�O:y�.YILVYIrI1k:,.I•IL•;I1wff•K1,dl>•••-;Ir1•t.1',rrr>•NUnI/::rIn[r:nl rJ•;>l{:n:ilM1u:IrILl ::wa;:lnIrYv)u•Lru,rlur1r+I`1 .Jl:/.K ALPINE --- `.••••t'aL. lYRllI,IlYINurIl.J KrrrII .U4�:tI41nn+.fnrYl"il •w•r:>':•NnU>nllr:Y+lul'wU4JK[a1. ^:rr•rI.l,NIw51:l •L0n>1:tI,I!;,JrNn•4S,•r>reSl:al•m,:• •n0❑•fIuN41•vIIrN•N•rIK• "+.SIICYr'tn•:0nllI1•'lJ:1,n•:r,l'w•Ltv:t•lrt .•UrL'r1.•VI+>ilr••)l, rI}r>, IYaI :Ir•S•1 :nIRtw'n pine ligIedPludUtls.t• 5'�!\9', nl I'll$y1peIJr ,aFl.lsSP FL C.Iir—*UwtI, lrr.V:Y>:>Ilnmart••.IUi4nn ti>•,IV"lu1,l:Y.1rt:lI!o, nn51 ln.•4,'••n>INu :•nr:•••1r,n>L>.:Il!a:1IInI}nlLr�nrn :IJ5 .l : , i .r 3X4'= 3 X 4 4 X 4 (R) m 2X4 nl R- 311ri) Il' l7.l.9 ii 3. S" 0 OTY:1 if / %lI /F/ /• ..... Scale ... =:.3-75..lf:t•_... ----•--•-•-f— I rc LL 2o.a 1)Cr REF onoi -. 92i;4 ._....._...—_.__.___..__._� r _._.....— (E R ............tier I Tv D!_ % . 0 PSF DA T C 01 Z8 04 'N N0 * GC DL 10.0 PSF ORW Ili.(IiRGCI_i 402BALA y; ZQ I GC 1.1- 0.0 PSF 111C•ENG JWC/WPF --- 0 -- 1-- , STATE OF'— �is:='20Ri0?•p� `S/OlVA1 Ea L-._1—)_.. .317.205 PSF �SfREON- 417— 48 _................... .............._. R.rN.c_OPGSG ...........-•--•O.PACIG 5L180/E JRLF- 1S�Y081_Z42 III:: I.wl• I'nll'11'.1A, 11V:! l r.ra.11 1.1 .1 n1 , I.Irr .1, 1.1 .,,..11•I•. .. .. . ..1. /i; "/. '.•11') f .:rl:'A. It, 1) 1 ) - : u:•., :rrp chore! 2x'i SP ,f2 N list chord x4 SP ;,12 11 Webs 2x4 SP #3 SPC(:IAI LOADS (IIIMOER DUR.FAC.-I.00 / PLATE DUR.FAC.;-1.09) 1(. 1rORl 123() PT.F al 0.00 1 - o 12'10 Pl!' A. 4.00 11L From 10 PL, ai ().;10 1.0 1�- N.1' at 4.00 ufIectioil 1aeel.s T /3(i0 live and 1./240 LotaI load the I'C of Lhis !.cuss shall be. brar.ed w11.h atteched spans aL 24' Of. 1n lieu Of sIrul:ttlr'al sheaIhirig. 3X8-: 2.5X410 3X8= T........... ........................... - -{- ----0-0 �J n 3XI2= 1.5Y.4III I.5X4111 2 COMPLETE TRUSSES REQUIRED -�'-' NAILING SC81DULI: (0.17tsr.3.0.Y..11311;) TOP CHORD: 1 ROW C3 2' o.c. 1,01 CliORU: 1 ROW 0 12" o.c. NLIIS : I RN @ 4" 0.c. USt L01:14 SPAM,(; 811WELN H-IIS AND STAGGER NAILS IN CACII RUST TO AVOID SPL ((I ING. Truss must b:! InsLa]•led as shown wILb lop chord up. � R-r24R0 51��4' R-L480 W-'4. PIJ TY[l. Wave. TP1\R Design Cr-it: TPI.1995 19.0!�2 OTY:1 III1-1I'--;L;Scale T.375" Ft. - -- --- 3.�.---.....-. _ - -1-........... - - - :)V: \f •• • :V I<I 11 �r1 •II C•Cr 1> •^w[ �:1•<. IIwY:•• Iwo, ,•I: Yr INC. I;1:1 r1: Ir.: ,YC kr1:lY4. ••i -1; "PAR" �•' un•\ r ! d(1. PSf' REF (Ok l ... r1G 65 )111• rr "l 4: 141 (n:lll lllwl: 1.Y•Y)]1 ul ]n•lr, Iw1 •), •:.•1:•Y), rlli11:11•n a• IYI 11 1::, 1111••C, •,a: t, .......... ��..._. T cwa•.:v 4... SIV., ;z4. r1.Y:.,v, w• i.:la: uo +nw 11h0 Im[] u•cww •w =1c•:t].I.:oN lNa+.r]1>L ::, �JER •,•Y; l.w.. 'II t]llnl 1_•r {:l.;. 11.1'11;IS 1'>1•it Ir II rI VSYI.IC :II: SI IJYt 114•r1 IY:uen,Sl<.A1 :11�{.t.inll Yitl, 1>.p1lu•:%]r•:In•, 1�GY!1�P R--•• •i-� }� O.O PSF bATfiIFIQ,01 /0-4--/.0..0 ear c"u' >w1.a.... .- .-..... - ••!H►9F TART •• n•r,l>•r n anl•) ai ❑II> C1 i:GY W ❑11' :YtIwU ,1:•1] [IW iral'M, +:.•: N•: InRlm:r.a ' I : rm. :* p(: �}( � 0 PSF O l•1 us t =sAr,1 { ALPINE •' l?c Inc. vwl 1:r• tl rlar•ln,:n1I :or „1 n:tern..:1 icvH nua uraa: na Vwn1:<I m rc;:c ••n T� �• IQj^�] 1• 1 I ......--- IIL.'ENG-)1kJClWPF .....-.-.... ...........I 4[ 1:,...., ••1:., w<YI:1 IN4, }I:1 Yr1,C, :N<I w1114:.IL a, al lag. JI :r•Ir,l}. O;N �I�. s+. Ll o o Psr I.IIa', IY .:YI •:,NaYCr wl l•1 Ire: •••VVV { !•--•--� """" al a:1.Y t•t., Vtr] :1In r,l rl lC,dt1 P/J,1SIC11S 1.1 •a0> l41^IrK.I CI {ILw SI: C. Ol .rw) w ,11':, .I r:a1 • 1 ... _-•-------•--------- _- :YN.11.„ -0! la ,.;t.,IGI.. , .1:, r, >•. ,>::• 4.,1.1 ,.]::. 1. r;,1.>; 1 ,Ill a. arrl, 'i�S.;2oRa►'.��TOT LD F5 0 PSF { SEON I6t118 Y i •'I,, 1:{ ••1 t.C�l 1.11 N' 1en,] aY., VN•1:: •1. N. rl•:,r 1•)1 w11C I'• 1 : Ci >14N, .VS•:1.lnwrl. ,♦ 140, 2 . ♦nl IY,!'I. 11^Y 1a .1.... .... .fn r) l•• ,I"11 CI rl't ,uMl >.! n1 11.1• ,CV> )1 •; .'1. . S:AI •1, 1111• - OHAIir� _ F -_--_ J(. ...--_....-.._...-.-. IN:I,Ilil.l:.I>":1.•1.11:1• sr.lrl. 1:.t lrl •:;•,: .4w•'n>a>I __ UR FAf.. 1 �G FROM TJ(: Iplucf'vlgmcirclllnJucls,lnt. r. IY:.1u11. ,ulrlrn•I .•1 1414 6lnk, (11nr v>14w •amu o-1:>w:: I1r >Nw '1>1 1.1 eat, :•+•r•:>I •I rlt ,Y, r1:u Y:wc r. :'Y rl >•r.1n 141: n• n1 L•n T wi-6k,. r6 11fN n:n >. al>:4,1r1ret n111••1 : ue. SPACING S, K AL(IUL JRE1' - IS9YU31-_142 1 fL rCll•f%Cb:.1 lS•II+Nr`AIVi .... 1•e::e r:r!Ynntl: rRlm {, V:'l i•I:V I•l:'VI eal•1..: n U: nt..: Ilu�.( .ear•. •r. ..r .. :.�.. ;I7r7/'::!,:; 7 [nr:n,;.n.I, ( i vr, Fop chord ?.r.4 St ,P,I r( 11;;t chord 2x4 SP P2 N IJebs 2a4 SI' 1f3 !, r'ini(i c('i!ijig or continuous lateral bracing at 24" O.C. Mast be properly attached to the :7ollem chord. 4X.4- i 2a4 (.41) = 2X.4 (AI l71) rrph wino, J3.8i It irichn Ilgt. ASC[ ' 9', 101SF1.l I,il!. (u[e!.l:d a:ivlaherr• iu roof . CAT 11. LxP R, w(lid 1C al-S.0 p>f . wind R(, 111. '-;.0 psf. Ueflec.tlon meats L.1360 live and L/240 total load. III o�l'I J'•'-r' . 4 2 0 I. 4.2-0 J ---- ---- — --- — 3 4- 0 O v e. r 2 S u p p o r t s— Rr272 Pl.I' IJ-135 PLY 11:1 4-0 11-2!2.. Plf U 135 PLI' N---- 1'4'(I �PLT TYP. WaVe TPI`R of! s19n Cri1:: TPI.1995;STD) . OTY -_1I Ij-!C, - Scale -_Yt. — • 1I' ....... tli.639 ••1�-i+nerai }-c1(:,r..r.:.:-:u, - :U4:•r IK'f:• -)u-1lL19 r..,..rlu r—,»Sl) )•v:;r,. fl:i a)1u0u1.•Irn:• •;'r •or'rG�;aG.um •---- TC LL 2U.0 PSF RE H081- 9256 a, rii>I 1 r: r:r 0:KrM1ae 1 tcu •,1 Ei P, F'w. ...... _..... �3._75-"- :^;N-I e1tr1rl. .:. o(:r>o:rKl. ;.049 ^>i N••,, Kl >)!1'•, • :v:lr Y•aa: lilt Vrl^! :a Plflr.Vq Y„ :II'�l :•.NG: 1'.Y,, rCi lwr, G:Iq rLlat 1•IDl �r •Or (IIJq: ]rpr•. 11+r.rril•rU•J •,IN •r:C ,Irrlti rue .. •a"rl, , i n•,1•W rM!•al (.r,r: e . rrbr: rl, rr' • �G�SII°(G,� by ! ri%- •^'�^�aY l 1 [. DL 7.0 PSf -DATE 01/28104 /� > a'* QC C1. i0.0 P;F ncusuoct o4oroAla / .: r• ••Ilrt•OF'AN7 •• lrervl<n , a'"•r ui II:I< of eu.+r ,. ••:l :nar ne:, e•I• r rrN .r Kr :• error 'lull fU, ,vr Ct,ln;luv,tu•: rl:l>-;;:'':r.K: ,•> r.:l,:r: 1:: )r:l:V .•el N I 6C LL r• D P;F -DR4J IJC•-ENG 1 JWC�WPF ,... ALP •.NE — — ! 1........ ••••••••I • nll:I:f>. W. ,•:I nr rr,r•:•<In:i :.",.. a ,r".i,nua vlrer nl. r1 ••arla+•rne. ••:u•: . ):r,r r... iKu.r.a:.: or,l••r, l 1..,,,r, a:tu.n:r,>ewn, .:rn afra:rar,r r,J>'I,la'M nr ,oa ;r..•r.•nn olal..•r u)a, oe :err•., .r•u rr: .:r•m r•:aKrrlor r•:•e•) are nanl oe r.rr..lr•r;a 1•,.li,;rr .1rY. n•>• 41.4t r:7:r 1�. r,•I.•: �,:.. al;l,. <n,lr v; `^' ST D,ri., ATE OF c�s•:2oR(o�•v�� TOT. LD. 37.0 PSF .•FUN —_--- t. 41750 r---�� `�. .aa •o r•Ul r. n• lulu ana, oar: t; ou:n:; C•, eel au •I n• lala IY'rn., ro>n loK ::e r�,.•: c.:> :W,) 7 .. ._...... _.__.-... _.�0-,'el -- Int I•<vl'1!n• ••i rllrl, r:•11.•Vlle it (11 <Irall re rlr •••a'e -. C•1 1:1f i•I") )1�.1. `I.: 4:r :"1, 'rrMla bJ,rHe1KN•u,roaSr9lr l•r <filir I•Ir Irl •<:h) Cfw%,Herr •ncGJPralucrs, ! Di1R.FAf ROM fHJhi——GJU rru•,S — _. .__SPACIfr'G - S91'U81_?42 I ! FI. �'nrdlra:c ed .lurMxiWK•K. SaI ' Is I: G41. I't:I"'.0 Ir.:,+• t.. :ru•tY 1-1111 ;, 4A4. 4 0..", 4:•J9'.1 :Vctt:I— 4: rn;;> -It 1I1iI • -:.W.- ! ['It/YI,,:1.0 I. ) :/VC I lop chord 2x4 `:P t,? Il llot chord 2x4 SP #2 N WuL•s 2 xii SP J;3 Gable (:nd suppor'Ls '1" Max ra a rverl:,lny. Refer to drawing IICUSR)41 0130t241r A 013061414 for stuc vei-Licals and bracing details. liable end, has been,1esigr!ed to transfer ail 11001--ontal wind Loads ir:to the roof and ceilir:y diaphranrls. Cor•nr_clion and design of those systems are lr(: respor.sibillly of the building deslynel k1 lection meers 1,35-D live and L/2V.' totai load. 04= N419 2X4III .... . . ....... Ell r� 2X4 10 2X4 III ZX.4 III ZY•4(Al) = 2X4(A1) I� U --,I 2.1 4.; :. --' —._-!-.__............... .:.. ,I .._ 120 mph wind. 1+.tii _ .Jean It;t. ASCF 7.9t. CLUSLO b16n, Located any:•:here in fool, CA7 il, IXP .4. will(! TC f)L .G psfI bind 8C 01-'5.0 psf. lire building designer Is responsibli: for the dcsiyr: of the roof aild ceillny diaphr'ayms. qr,bie end shear walis. and supporliny shear Wills. SI1Par will]-., (rust: of-ovide curiLilluUlis laiel-al I-WI-aint to t.11e (ldble.. end. All connections to he designed by the building designer. A rigid r,r_i11119 oI' cuntinucus lateral hrar.iny at ?.4" O.C. Must be properly attached to the bottom :.hor(i. S 4 0 Over 2 Supports 1',--2'? PLF U°13t1 PlF 11•-1 4 0 R-272 P:.f 11.13S I'll' i'LT TYP. Wave l'i'R Desi0n Crlt.: TPI.19951 STO) 9.635 .... ... ---071 Ill I) E Scale _:375"/Ft._...... ••YRR •d HG u•,;>I. tt •I: u, rr;>t••+ ta: :. :a9>IUf,yv, Nl>L!I,a, >,Ir'rV4, Iti•a,: :w•: Nil• •:>•.t l•:4. TC LL 20.0 PS,- REF R081- - 9267 rn:t IJ ecu t a: rtur "InG a•Iu•••nr., >u r:• t.•r>;r>rl Jc:, reel r.N,a n, u•t n>•u, :,:•r :v•:••n,. ,". u•:�rca er.I Irc., v.ui t•„I. Jt ,,.:.: .n� i::e, rY„we Ir4av eeuv4t. r• :.0 >,, ...ra. :r•II r>.:,: t.,. �IERPai , _ ... )kT[-: -------{11...48..04......--- ::. •I.alt^%. L': i,/I!•! :•:. :>ri �, Y•;,i:Ii15 rtl:ri I•> Yi>I(•.•,rNL ,r•I.is I:,NrIt:•Y'. ,•r•I•>a a .:r,.:`.l :aClfr,fJ, �;'TIF) ••:` Tt. Dl. , G P�t- p > I„o>o vd>t• •.>r: Y.,,n>I> .r rune a,rut rnem Y..m .> >ea u4•L... (,:a>a ,n.•, u„ . r'rr•rr, .I:>. n.: �GrV- T�;t ........................... ..................... AI :* 0C 0L •..r.r•a,s. >N.:, •/.,: ,t rr,,.,:.v,r:I ra> ,.• N,,,.:tr.N(:.ICI ,:t>wn•nl,•: r,eI.r:. N, I.:.tI ,r.>l, .r I .I. a,aal, >:u pi N (�J ZQrgI 10.0 PSf0RW nCUS1081 1,4028Ato .................................................... .............. ..... ......_.......... ... INPORTAYI••,,,I:ru 0C LL 00 PSF 'C - FPG J11C/WPF .. AL ...---...'I Iru,: ,u corn•u.uir •n In :>t. .r •aen:a;im:. ,:;,ra.;.J, am-r.:. utrwt:.4 r r>c. rv:. r, rau>+t>. A, STATE OF !�/ .. ....—.------ -"--- I..... ... .tt a: L•r C•N: (•n•1 ..rl .I•I•,:U.II ivJ>1>Ia., :•I' VCY ;n4: I•L•, •I, ilfu >r, f„ Yr , .cup r,4. •r,"I �v - :•, Ntt„,> .,>.r, ..r at•I (,: r.r,.,II.,.. t..•I,,;r, .tlr >:.>.. 4..r.. .J,:a f.. ,,.•.tI Yrr loP '� TtiT.LD. 37.0 PSI' ,EON .. -_...• -- ---- s 41152 ,i ^—�`� r(..rta tr :arY u.t cI nua, ser.. uu,a•, nrm>.:>� tnaaua •:. rult ff V4¢. >Mtl, rll rt< i am iu,r(rttc4 :, r;>,rt r�IlaYru o• :II t•�•,t >I •,. .u,.rt ., a. •rI: rani :If.I . >I.1 r.�I.— lVAI_ _ GUR - f'v . rfinel{nloncrrcAProrlucts,h1c. ;.uetrr .v:•u.rtv u,�LL.a •n n•:nsal•:•.t •..r,t,re>t•,>.•r.,•airur:, auu�•,•" LN ;t.;a•, •�•n..uJ", O .FAC. 1 .2S `R. G;6 -- — IaXMIIkirm- !:r..:r.a v,:•vt. 'ur :o-n..ur:rr uu :olt ,.y�.a"... t.:. .., >�:a .I:•.. •: n•r >. :: u4,t>n•tr ar .i................... i a"rxr.n T.auJ ,... , a,ar,r Yr. au>.,/., I a•.... ° SPACING °4.0" - •JREF- 159YO81 242 — i --- ('.. C'crtlrcatc d Aa:hcriicrn I a 0 I HI1 l:ti': F;LI w%l L• tn::H LI-'I'll:I Y, IIII 1; Ill•%.:'? ., 1)-?Q If>IIIs :l :1•nit•1ltl, 1:, rn V.:: :'I,.. Ir)p r.hord 2r 4 SP #2 !! ti0t chord 2%4 SP #2 Il A rigid calling or Continuous i;ter,il bracing at 24" O.C. Must: be properly ;:ltar,he(I tv the bottom chord. PROViDV 1 3) Ilid COMMON NAIL, )VE NAILED Af IOR flibk0, 11MVIDf ( 3) 16d COMMON NAILS, HE*NAILEB Al 30: CHORD. 120 mph wind. 1y.23 It lni:;:n h9t, ASCJ. 7 98, CiOS1.0 1'1(19, l.:!Ci:l.(!d anyv;::ere !n roof, CA! if, W I-.. wand I( :)I .!,.0 psf, wind RC, UL-5.0 psf. llipjac� supports 6 11,.8 selback jacks wild no webs. Uef•lecLion mee.t•s 1.1360 live and L/2110 I.fita) load. 2x4� - i 4.24 L. - l - .... .. .1 3X4 i �X4(A]) �]•S-Oy 9 10-1 Over 3 Support s-- -- - i I PLT TYP. Wove TPT`R Design Crit:: TPI-1995(STD) —_ 19.639 _— _ Q•IY:1 — HI1:(1 _/C/ Scale � 375"/ft. _ - - --- _-. ••Y}KYIK4" '[n>tiS r•r;n:>: :<I rf Ni 4•>I Ix .nnr ;:w1 ••)J. r:1`111;x.,f il•Ir:•I4r;, lu`r>I•.I x4 •v:• VY,: I4:., 1�C L� 20. D - REF R08I 9268 r: r,1 ril N'VI 1 el I�Ylr a:!l:. (.xlrJ:+l N: „111: lv, J'Ir•: 1.0-I +•'r>l:>vr 11 nY •.1 :, tl•\t vl w,( Iv,:1,V •+, t:, .....................-.......... ' rl•% �. +rl N`L':>•+. v• ,:/,t; n>C }'I:w {v4o•; :>;I :> iWt4:11 •)r w:rir:i` i`Ye :v•t rYL l>r (i. ERPF t vlel i,•., vl ,:,:rl ,i•r :.:„ .Ynf 11(It V: 1•rr r(• rl r�;�: I.In;. :I,: i! IL'v: 11':4> J4„`s f'II:I>YI`t :vxl[, I. - - . la: �.•+n.n vrwa ^ml ^>•.n;ur ,I,w:1xn :IrJI•x>w. •,nut w•:D en.::•.:.J>ro tl.wr r>e . ral,.•n•, .Ir>nnr. y1G TlFI • /�ti I ...I �). 213JO4 iT. T C DL O PSF .............................DF 1/ ..... DL 0 0 PSF i)RW Ilfl ROgI 04021;AL I •-•I>:P UK r}Mi •' ,y}ryl ,•, / 1.1FI UI :.,Is �1 )::,> In INI ;\!: nil nl lr:n .{•x:}r:t.rR. Nnly: 1.41w•Irre •••••••-••- No. ♦?� 1 1S i :l.- ........ �tL YatZ,>J•:eN11t5nwIeK(vn, v\•n1,Iu w•::ln•• u.,wa>nI;.Yv•>)>o-r,Inx•l{: •x•t 1•nv • Av+Dl ` e(Ixv.lwnlairx'Ym I:n:l Nt<4,:x 1,,r'>: Itt, :4n>, : uu;wel , +,rc>a rl,'•J•>1r. :•1 N•,II•C1 r:..n{, Or' . LC l I. 0.0 PsF 11C•-EoG JWC/WPF .. ...... ..........PINL ...n 'J3STATE OF ........ • _._ .. .._..._ _ ._..— .- ..... is vvr>rV. ,Ynll> nRl •uUV •11 rP: IY/Ine> IJ.u/tnl wN.l w4.1 C4+h IH:n Iv, •;1+. YI W0 `1{L.. PP1., .. >r.•r, w ,w•:n rw•;1 a un,> ,VI, u•r.: •„ r..,a .v:n ro1.+•:n •,x :xn a: >I l.n, ^o-tn:rx rn aru1J4\ IdJ, ss ORIOPj� Al >et I>,nfr.l lJJ VI rl Jl,> •1.1 1.\I•J r> .r; ;r.::t D! rre I.\Yi, n,: 4' 1^II• .,. • >•>r „ `.1; /O Alone l Ln4IiwCted Plmhli:6. Inc, dYM1U• Iw+li: l,r: •l it r:>YU vl -i(J; ,>I{•pt lx•:IxUil Y4 H`ry:xtina lr• :VI :{. 1•'r 1^, :., ,. �.:. 1,t --- CIiR. FAC.- 17-?.5----.....__FROM-G�( I-- ---- ff N .. I NALEt, .... ''Sf 755 1 51)K1>1iq 11ne ul ::•.0 ;nwx. 0•1 >G: •'r;l lrl ,>L' Y,f 71 :u'S Ci•x^nwl x+..» art xJb O•ryl• :> :N r!>I'(•r:IF l: 1:• tJ Inl - - p ( ` - - Ilebsr.Im,F:.!tl,u PrI:JIxGCl'I41+.Nrrr)n!I::rl151,.,. I SPACING LLL AEIOVE JRLF.. IS9Y001 r42 FL tin:rur ofAmFous>n pl(�1 I'1:,, 0::, VI1'F>1.1' »Wa tJ::?:,it, ,•1rt,, t41c•4.. V'it, J:I JII'.J :u,,:,.,rt' L, .r,.._ .•,. (!(!I:.,-W:: / 1. Y5!1.9. n, I; ( J I10I ISJ Tap chord 2x•f SP #2 N Rol. chord ?w,l SP #Z N Webs ?x--1 SP ,J3 A HE cellin9 or continuous lal.(:ral bracing al. 24" 0.(,. t!.ast be propi.rly all.arht-d !.o the botl('!n (horn. F:OvIUF. 3 ? 16d COMMON NAILS. TOF uAJIAA) Ai 101! ORD. f°F'OVIDE ( 3) Hid CON'.MON NAII S, 10E NAILLD Al B01 C110RD. 0 k 3 [J� i 3xa= 2X4 (Al) 10. 1 Over 3 Supports - --- -- _� R=295 U-18U W`.b!i1> +Li TYI . Wave TPI\R ALPINE ...... r1'Ipine l:ngin tied Pi dugs• In W,Im ial, Fl J!EN FL I_ua it t(' a(AlcSnlvat:ln 6 S(•1 120 nq-h '!lien, 19.4E I; mean h91.. ASCt 7.98, (LUSH, b1d9, Located t:r•vwhere In roof, CAT i!. IY.I' B. wind IC DI.'!-0 1,0. ;wind 9C Ul.-5.0 psf' Ril;lack suprorts 6-11-8 !.etbac.l: jacks with no webs. Def 11:cl on nraets 1. :460 ! ire and I./240 lotal load. Design Cr-11:: T P 1. - 1995'ST0) -__ 1-9 •YREIING•• :>ri+f\ r19JIR1 1)IYI ••t Iw(I :Y Iwt>Itwl1•:V, na"n•IKy, \•rlPMxl•, IY)r/ailM: AKr• ar/(IKI. nit. rag I u! � �:a.: Yq rrYroat Yr ++1 U. IY: f•.nwl :.,a, >•:n I;aiD nr t 1:>,:;+ r 1 1<+. n•:n. +a: 4'n�l•1 C1: :r >rll ::fJ :(aGl>^Y. .1 )i,IRI aa91::.5 IM••ID 1rJ:', C.'I:US 11 rl >Y•r:CA,t KI:Dn :KII tY[:), ", FA915t•A, L':>•.�/:LI s01 i Irtl Y .f11•Il YK::IC IJ re0 t.-1Y4 ...!U IUIIS:1'•Y) Un11SS •(:IIfr�1Yt IaG!iJ (CU, 1,J• ll:•V •t I'M: II>Y I'f 1•r't Y•,t •11>I •r: II +1>II•:1UCA• rlY•,1\ SY•1 YJIISJI ,IIJS•: +.-L U•••- l IRLr.I,f tt• :I:11• •Iltr(1l AN1•• 1.1YK: Sr /• l•I>t J! I S UI >It.n IU •,.f 145t.11>:t^:I [J'IIKSI(M :•'1 •.! :•,f>: 1• rA•J+(IS,S• Iwi, r.)1 J .I ::nllv.l Ir'i w r rt tl.l ;U4 :R•iV tt•IS UI SIW. f fw:141:, I•I 1•KI:U •nI • > 1> l:lrl'na Vln[iru , :^1,1• ,R �I�(IS••1>r:, U)1.•t; :Vl., \r.: r•'ll :, IA':l all [L:� a D>wf law ^I 1>J»I). LI )Ir.,, il•r•t•YJ•S Y111• ,Y:1 li.hll YR..>1\I•)» DI "D> ,I •• rl S14Y S,•I (. !• JI'l>w: >YL 11't ^: V; 4: Vr+l r, I(•r. 1•I .'•! r:•1 I JD,IY/141;a (",.Iri;l .!IYIAa); )>,Lr Utl IdIY I:It. In ;,:,• IIfr LY IiUS) 'Jr :. ♦II :) �11K(>•11 )i li•r.1.t,♦ •:, 11••+ I:!SII.K. 14 • r li r.[; (1 urr, q II•, IJu..�: I. ^[ •a •.nu ni Y:r •ura , t:It >•:n> YI e. 1. a,el a: I;> wart I ••I<wn<fntar•n>•:[ ^r :Yon )•IGrJI YurlVr. ( :Du:•. a..lnf ,.. Irl •n•>• •..w�r>f Y: Ur :Ir,R r,; ':rl: wtrr;If w :• t•.• ;Ir 1• .•CJrrr'LNf n, ' •V, S,::I JI Kr, 1) 11.1 ,rl :�: at IY1. 1,) J' .. u•n: Ctrg ?•.ft.r,>I. >:> ui: flrt 1 :. .. . -- QTY 111;.;1/E/./. 1C LL. 20.0 PSF FC 1'1. 7.0 PSF OC I)L. 10.0 PSF 3C I.L 0.0 PSF .............. TOT.LD. 37.0 PSF ............. _. DUR.FAC. 1.25 SPACING SEE ABOVE Scale REF RO81-• 9269 .................................................... DATE .................................................. 01/28/04 FIRW IIC.I;SI(n it 04028AU? ................................................... HC • ENG JIJ1C WPr" SEON-'- -41756 _....... -� . _... ___._____ FROM ................ G S B JREF- _-- 1S9•r081_Z42 — ("(); // - nu1 1 k I - r..) !,11' - XI ! 4Y! t) I Kt" L;-M]',1: -I :b-'!' I ?I IJAVI 6 V:11.: A i I I-::-) *.VI:%1 I,:., ( : It, 1. Iop chord ?x4 SP fl2 N BC)l, chord 2X4 SP #2 N A rigid C(!ilill9 Di' C011011HOUS later -ill WACN9 at 2-1' O.C. Must be properly attached to the boltolil chord. rf.CiVift 2 16d COMMON NAILS. ME NARED'Al 101' CHORD. PROVIDE P 16d COMMON' ;TAILS, 101-11AILED Al I"'01 CHORD. I W, - - - ---------------_--- . ................................ .............................. [771 . ......... 2X4 (Al) 120 mpl: wind, 19.24 ft mean ligt. A`.,ff "-98. (IOSE;` blg- 0(dt('d anywhere irl. root, CAI I I . LYP IS, WIMI TC DL :P!,l I 1,41fid 3i: 01 a5.0 Psf. Deflecl Ion meets L!360 live iind 1./240 total load. 3.10-3 4.12. R-75, U- 180 0.0 Over 3 Supports . ....... ------ I R-331 Ut-ISO W-V PR :T TYP. Wave TPI Design Cri i. TPI - 1995i')TD) !9.639 .. ................. 0TY:6 III Sca 1:2 -. 375"�t TC LL 20.0 PS'n RU R081-- 9270 -NER P p ...................................................... PW '11F TC DL 7 .0 PSF VATE 0.1 128/04 %, I W, .. ................................................... No 11CLISR011 I 040?SA, 3 IMPDPTAI#I" oi N BC U L 10.0 PSI: 1) , R , W ... *'**........... IV, 0.0 PSI! liC-ENG JWCjWPF -,:, 11-1 —:1"i BC L L ALPINE ........... OF ........ PIC \_ _- TOT . LD 37.0 PSF SEON- 41758 ............ ........ . .............. . . .... .......... . ..... I I- flO. .-I W 1.11ii -a. I—kil 41.1-111' '("1' 10 AL pli DUR . FAC 1 .25 F R CIM G So Ik,;-v r.,x ;,l. N. I.X 'A. k, "4 . 0 jREF - IS9YO81 SPACING NG i. _Z42 I;uf `_•u:: / LjS I:1'k. t;, 11 1, ) 1.I;'i t !::: l�K:, 1'M11 A4:1: t..�: l4:ll ,l:[? In,'l': (t l'A�i. .. .. .^.1'vti:) '+•r. t::'tl lr GI ..� r :op cl:ord Px•I SP •",2 N Ltut chard 2.x4 S11 12 11 A riq!d ceiling or contllltious lateral braci:ly al. 24' O.C. MuSL be properly at.Lached to Lhe boticm chord. ItiIOV!DF ( 7. ) 16d COMMON NAILS, 101: NAIL0 M TOP CHORD. PROVIDE ( 2 ) 16d COMMON HAII.S. )4 Wi EO AT 801 UIORD. ,11 li I.... 1N:_........................................ .................... i 2X4 (A1) 17.0 mph wilid , IB.7' it mean htit, ASCL 1 y?;, (LUSH) blur, L:,CaLed ar:ywbere ir; roof , CAT I I . I XP Li. wind I l:I.- S.0 psl. %.:ilid 3C OL-°I.'.(' p s I bell tecL1on meets 1."'60 1i4e and I./141) LoI.aI load. I•l,�—�J �5.0.0 over, 3 supports Rr--160 U-180 N-4- I PLT T7P. Wave TFI�ft_ Design Cr:L': TPI lyOS(STD) =9.635 —�--- _Oi1':: aIJ /;; _Scale _375..A t_...... raeurys`Y tnn:\,: /1::•,IYC Ilt},1 Y.1 2.]Ii IN :. }11AtI V, •I1n4: 1\I,, 11':1'r: YL. Igi'alleI'•q. 1 i1 J r ltl< :•1 "(11 1 }: ,r,Ull?In:. tl:,n. 141 r,t SA•1:r In<nr.:,t lJ'fr, :I•.: 1:1:1D I:r Ir: IIrV+; }I]Ir Ira:l r•J1•. •.., ....................... ..-......................... 4 TC LL 2'' 0 PS' RAF R081 71 •J'I:Ylgal: n<„ 10-1 taa. :e<I.1'•l•r:, vl i1: 15j •VD nl[A 1'lwq: 15ti+1 r• 'YI I• a, AnIr ICA, 41J. tx`I ri41+f tV. i .JERP r� ^ x,na.4•. 1:: •:•:nl tae snl•r v54i:1r1,:•,Ina'Crn:D4n!"D nq:: I:m;n:aa �:n;ra,,.I�J,}�]: :YulrAuu. QY,•"--' F/,�� TC l)(. 7.0 PSF DATE O112'8 04 / \ I�:r rn^<I• alma ant rr.xlc r an.n':n wL:••t5.1 r.Ya., AAo 4o•uw 1•lazo 5gAa1 n+.•t v+1.+rY.l ,n•law �G1piIFICH`TYy 1 ...................................................... / f /NYlNo• Ft* [?f9j, Ol. ]0.0 PSF [)Rw nruSRnnl 04023A14 / Inroa rAer•• 1•J>,'; aq A 1•:rl r-1 1.:11 DI :, r:n Ir. :•M1 14,:}II,I;i:n •;C•A!4µ fir IAf.i A::.: :, \ ' J rr0:q:f t+, :n•:. 1•.::I Mall ql rl n,•Jualrtr '1•> A4r aI YIJI:t•" IC(•:: 1�:1\ ;.1,]It:M1 IVl :A:1 :121r :� D'J It Ii I�•1 ----J kLPItIE r�:• I} rtac<su,i .an '.1: I-C IIH::,:lg4, u.nnl:vJ. aa,rr;;M1. 14:•,uI:ItL . w4,n :. YI _.....10.0----•-••--- --- _ (JC E Y;CJwP :....•.•• —__--` DI \I,.V r••nCC4r•) }1::1 4Yrl IC•al, 4St•Y 1>t•)1r: Jr r:0, tYa11A4,1 :I ,Ii51r1 :. Ct „4: A, 4•:4 Irt. t'IYI S2TATEOF r l .. PCF .-rl "\,It.,41•Ielr,.r, n4n1 JI rD;l":1.,,:: .SIV A<1.,:...Itr ..,:. 1 4:,..:: t, TOT`1.D. 37.0 PSF ,EOhrl J41760F ,mil \� YIAn\ L: 1.u: n.0 nr leo\, ,no-. a+I n1 ,':IA YYI SI :.•t ]IIn :.4 ou1 .I ,1:.4. ••..,:novAl•Ir r Avtaa\ : J O•`ss.......... O..................... .. ........ -- Jr:e In\:1 r.:lan w P: ,111 ,q;IP4%P o• ,�J {nA•I nl rn ,Y,YI• ._] :,! Irll2•JD: 1l'I.t. A a; rl �<�'n:\ /Q r1111C I:rlltjjl�Cr<d n odmai. Inc. 1...:1.,: ilH: ., at'JII :III:I 11. [Iw il•,r'. t•.1 I.y. I,q....I .l DI�R I.A t:.:.-._ i �25----- —FROM GS6 -- d Ni1L I yJ MS,IEI rirn< C{q4Y }':Ovn. :. tq1:... 11 :I1 ':11 W n.\ CZ11lt}.1 :•i" ,II+ VLI gln4 1? Yrt r -19Y•.1n:: 1:+ _.-_-._.•.... 14�Iss Car.iL 37DI+ rtll: c:v.: Ir +,f.Yr. •i.Y An I, I ,I.. ,. SPACING 24.0" JR•'_F- 1ci3'i081 Z42 ,!;:, J:.Jr, :N.C. 11 1 - "W. .. :r I P: t . : •", , ) :. l:- . : , I t v CI m , I up chord ?X-) S #2 ni 3C." chord 2X4 sp #2 it I ilie' c.ef liny or coml.inuous lal(.ral braciny 3i 24" G.C. Must he properly attached to the I)c)t I tinj chord. 16d COMIMUN NAILS. 10[ 101110-Al 1W LlICIRLI. .ROVIU-1 2 16d COMMON -TAILS. I'U.NAILLU AT BUT 01011P. - I ............. ......... ...............12 111--515J..1 .) 80 Xl (Ali) 4. 11 -Ji ovt-r 3 R-195 Uv180 'W-4' 12c1 injoi win(!. mmn ;,*,, mean figi., kSCL 7 9A, 0-(;S[11 blidg. I.Ociil'd aripe.1wre In roof, CA] It, U.P It, vind i'C 01.%.0 psf. wklt' EC I)L::1,-0 pit'. I)eflecl.lon meets 1.;360 liter. and L/2,10 total load. IJL1 TYP. Wave TPI\R Deli Ciiiu TPJ-1995i- * TO) 639 9 ;w R11,16G.- 1, py I� ij_%, I_ p 1.D WC. W. '0 't / \ •leM1na TANI•• Imc: yr , ow, IV ALPINE .•...... J-3 CI 1:>, VI 41 "1 I dua%:1z4 C. W • P 11 w" L., . .................. OTY I III Scale -.37' 5' ' TC ILL 20.0 PSr R E F R081-- 9272 VRP TC DL 7.0 PSF . ................................................... D.AIE 01 2 8 04 ............ • No. 2 %0. '* ac D1. 10.0 PSI: ORW 11L1;;;RU8t 040?PAL, N 97 1 1�� 2 BC LL 0.0 PSF ........ ** ..... * ................ : .................. HC - ENG J'vlC/WPF STATEOF ......... TOT ................ . LI). 37.0 PSF .... ...... . . . ......... . .... F ON - 41762 NAL ..... DUR . FAC . I - Gcs SPACING 124 . 0 I JP.FF- lc9YO81 Z42 I 1H ': U;i-: P:Lk VA RL it t U"I'U : t :/ III U I ' L -Y I: ? N u :::r- : ! .!I pb. 1 :3 " . -r .:. ::, , Ll 2 1) C J 3 ,up chord x Pol. chord 2x-i SP 12 H A rigid cei I ing or continuous lateriil bracing at 24" O.C. Must be pj.op;l,-ly jLiicj)q(i to ,Ile bottom chord. 11 R () V I n U 2 16 d C Q M11.0 11 N A I I S . 1 V. F 14 A I L F. P *A 1 10 P C I I,) R 0 - j6d COMMON HAILS, 701. NAILH) A: 11:01 CHORD. I ........... ........ 2X4 (A!) U24i C-C.-T 3 SuppoILS r6* I R-193 �iP l l 0 ..i.. 11 4 12 R -2 k- -- 180 120 Inph wind, I h . 24 f L i;:(: a n hq I . ASIC E 1 fl>' , CLOSED b I dt'i . 1 0 C e L 1: d anywhere in ro(;': . (At I I . LXP B. wind JC 51-S-0 Psi. wind BC list. PLT TYP. Wave TPIkR De s 1 gn C r i t_TIII-1995(STD) 19.539 0 r Y 3 --!1 i.j. 11.1 Scale -.3751'/Ft. TC L 1. 20.0 PSF REF R081- - 92 73 �ER P . . ... . ............................................ 01 . 1)10: .1.0 0: C, TC DL I Ff^%. 7.0 PSF DATE 01/2.8/04 ........................... . ........................ %0 DR1.4 JjCfjSVoUj 04U26AI.6 BC DL 10.0 PSF if �,%Iw; I C, - F. N Jwc/wpl: lul BC LL 0.0 PSF OF ............... I"""""' L P N I'X S . . .......... ...................................... pv, IN 1.3% h'-.. 01 ..91"; --1 111 1, r W - ..... ,, V >.. 2w !1...: '1,. —.1: -.1. :,.: . — ....ORID"- TOT.I.D. 37.0 PSF S E ON 41764 ....... ............... . ...... ................ ................ . . ............. . ,I( 1. DUq 1 .25 FROM C. S R Alpine �nl;mexlcd Products. 11,C �AL JAC. ... .................... .... . . . f', All SPACING 24.0" I JRCF• IS9081 Z4 11:IS C;:(, PRifAiD f;01 COW Uitfi IN,: - I ;I(J;O: i :)!V., Inx;J :..1xKl: ILU a I :-V- 1-1"- / %£I:!)J1,ii.f1 ( ) • C-V'A) fop chord 2x4 SP :J2 D ;ill Chord 2:c4 SP u2 14 A rieid ceiling ur conLimlous lateral bracing at 24" O.C. Must hr.' nrciper;y attached to I.he bcl.I:onl chord. IIRUVICC ( 2 ) lbd C01411011 NAILS. IK NhILH) Al 101, 01011D. 'I?DVIDL ( 2 1 ltitl COMMON HAILS. 10E -RAILED Al B01 CHORD. 0.4 / .A.. E 2Xa (Al) 11-121 U-180 W-V 18 11 0 R -6liY'11-180 i R 2!tY1i 180 120 mph wind. 18.9 Tt mean hqt. ASCE 7-98. (LOAD Ltldy. LC*-,(ltCd anywhere i!1 root. CA': 11, LXP B. ;iifld TC DL-5.0 pSl, wind BC W.-S-O f)ST. PLT TYP. Wave TPT\R Design Crit: TPI •.1995( STD) '9.639 _- __ -•-••-•-•�_-- ••l'AflNIN:.`• :+1•>:1\>ra:t::i1 1(III IY l♦>I 1\ 1r:•(I:L:Id}, •I)x0111.:.. 11^r101•, 11.`[}I VIOL /4:1 yr 14f:, A:114 1) J: :1 1 0) 1411!l rllvf. [J•II'J\1 w: ♦•1 rl) :,11 YCF•:1•:F:. ^l'01 I+•1:U 0•f •� 1 • wlf tnl:lll•11, 5 y //\ 0 •1>n•RW 44 1•: 11 tt• I,LOIt'14. L: ! Ivl • L Ii�M: •>n�) i•:I •>•i Il 1•' w !aY0 I1,•14Va •!1 7♦[:r 1:.10 Iw1114)a1 0Y>Sw11.1 w1 w:1111 i Fvl ;i I^ FI>I1'RNlxw Ill:>f 144!11"x\, :1+1 i`\ 91r.14Ylfr n1Y:f♦:1 d, :0:' ,,In•a M1x• 1 Vw rl al v 4' !n10 414.111•'4 •l ^,x115 ,a:' Ot'1 Ir••1 V.11•^4 S1.,1: 1•w.: . r4••Y1+1+ wl :wi1110 / \ t,� ALP 11\E ••IN.VOR: AN1" 14+Y11.1 [ (.Irr 9, :.Ili 51...... 10 1x: .:U1Ll:, I:ba p:N,UV:On, w•F•"1 Ix41+I1+:n V. n•:a.r li. r[( ,.r,la •:�. i,. +1.}I•.Inl:ta.l .J: •Nr 4'rl,�lt•Ir rrrlh :NI, JI 1:4,. .A, I.IIr•>1 r•) Yl•1111 :11' r Ifll+t 14 Oli••:1•:1 AIIL li 1; ^> I.V lu:l\!, nwVP1 iF.. !ntr:'lu'., •Y!1.1• )4r. { 4[,^I}.; ;F 11 . .•.•.. _-..1 .......... - ••/ .^9M I,: \ILN 1'101 •:IYi YI In w: F111 [0;f 1't (.vl tl4v: .1 RU\ :N••IVxwl 1.151L4 ;1 Nf •vL^L) (1')F ^ ,11+ ra O, 91 :n; 14; Inr,> ('•,.I•,vI<I •11w [Ft: nN>0l a'l,v4 lY. L;Y.>I 4,. +. t11(1. u'FI` � nl ,'•I5 l4 N 1w^11 (•lu 1>•r\a Mn, rlvi r'\ 1•(1./!+1 ;i l•1;,a. (l• (•v 111;♦ 01 ilt.a. ^'!I 111'R 1•,R 01 wv_R(.ir lC4n i �� ..1 1jVfIC 1: 11'111H•Cf1L 111 l'•IIICI�, IIIc, l�.vl Alvkq 9lSe 1 1:1.11,•11Gv l•1 11 L1.\ I.111'•Yln F, I:I 5N,11 '.1 !Iv w,lr nl '.1 1rll ,OJ: \ ! ♦ t• V14 nl•Vlvl• :xi 11 [115 a�,rl N:.v11 1•) nRV:•JS:�'N `I IR4l xrfrl:4 rl :F•lll+:Ofl ltf !IV l[)'I'R 'Y1 I>n5`,wl.. ':'rl ,•ll ia':tx ;Ln;x. un +':n i4a In cer. :,;t m : u• (:+:•`4n1 x• r44 ax: !mrolx: :) INI :).ci.vv F:: I: •" i 1!mnea �iy, ll. !!S11 .c:1 �1e4 u: •.: f•N1a srr ,n51i IYt 1 llr, >, I OTY i'I�-L:•Li - TC ILL 2.0.0 f Sf TC OL 7.0 PSF 4C ()1. 10.0 P5F HC LL 0.0 PSF ..................... TOT.LD. 31.0 PSF ............................................. UJR.FAC. 1.25 .............................. --- SPACING 24. 0" 6p Scale -............. •=.3715"/Ft. . REF 1.1081-- 9274 _.�. .......................................... 11AT I: 01 /28/04 �.. ............................. DRW IICIJSII081 (1,10?8A1 NC-ENG (:WC/WPF .....-_.. SEON- .... 41766 ............. - FROM _........................ GSU JREF 1S9YO81,..Z42 :I:!r "%X, Y::::Mr. .i: IM4 .!:;p U::•. ;.%":;I (I,:•i.l 0 UI v1 Y; ;11:1:.1 %tlblill l:t• 1'1 II.J.Y :1'1 T;;p dioru 2x'1 SP ; 2 N 6;It :hoed ?x••. SP si? 11 rigid ceiilrlg or (.onl.inaouS lateral bracing aL l.4" O.C. Must he properly alLached to th^ bottom chord. PGOVIOF ( 2 ) 1Gd COMMON NAILS. 101: NAILED AT 101, CHORD. ?:10VIbE (2 ) 15d Cr)14MOO t�AItS, TO: NAIIFD AT O01 CHORD. G N<, 16 ii- 18 ..11 4.17. ...... �.; R1'fi II"1ii0 ...?X4 (Al 1 V--161 D--180 W-4• 120 lop!: uil:d, 11.7•". I rar:a:t !t,I, AS / 98, C,10SFu !ldr, lcr.•3tl:d anywhere ir• roof, CAT Ii, FkP c, Blind 1C Di t,.0 PSf. .•inr' BC D!5.O psf. frl.T TYP. !'lave Tj_2 _ _ _ Design Crit:: Tr1'1995f`:TD) _1_9.639 ••VJJ:X IXG"-r'�,<I♦>I IYI Ir• 1r1>I :•1 (..,i 'n x,VJ11,4. 11•,1 r•94. IN'••i.. :\•;.--(:rl.. rl.:k [.1 N(YI 1 [•1 :11x•. ( ,•I R! Wk., IA�1•R:`e •:U<1, >I:r[1\N•'i' ♦1 I (:>r1, 1•.,•i I•+I11.",. +Y, [:,Cl il•: f.<.. ,•ll':+/OY. ••. [•I S.W. UI 5.::r( • YI(.. IY'V•S IlVii rJ'•RC I: . >1(,. •,1911'<V1'IY: 1 ///��� V.91 ,n;, •': •.)/:!( 1.1/ (T:11f Yr}•:1:/(\ 1•R I:�N ^J rl1•:•Y•11L'4 1e: :1 111I:S [:;,Yy rxR:1 Y, 1•IYr\:1: 1•:tr I(A11 J. / \ 1^: 0.04. i.[q[ r.11 r•a•': !•. ,1 ur,.I:L Boor l•:a,l .rN.1\ wa N•n ltrt :.:(•>a v,e•1 .,n i va;r;(•1 el:.;••In // ••INPORTAXi •' n,rxl,l; n1:, a• n:u of 11C. n. :Id ua1a1111101, (.;vlu, ur, ,Irl•1 IY�.I rl n•} AL Ln, rc •.. rm:. Yn,l• vm o: •1 \ra.Ym. 1e> ,v1 elu>:Inu lee. nn< [J 11gx .xr :nl. •.n ,n nano •.•1 _._ ......... i u.O a u•mrev.n:: u::.. 1:1: uv ribrlc,:u,r. u.,n:lu;.. ,••1•rl.n. 1•un 1:nY • x.:aY a ::, .n •Y1. L--- rlalfl •,Cxr(•r�♦ VIM It+1•t,•:11 IrJvlY1J•1 U• NOY (x.11J},l UI,IIV ,:•<: V :u; ... _......_�� IM,I :IOr >: a•(S ,rl N,1•: U• !0/1!!:lr:, (Y,rr \!11 ,t 11[ .1•:i, 41111I 10•10 IY, I r•.•(; r.., 1.1 ,li:.. i>e. t /.� \ „na 1^ Ircv rrlr tJ o.w, .•+ uvu si 01,[.YI,1 u•. inn •:Y :Y:: m,::.N. •':i:nrx 11< •: ,m NL, :w••:. .!� .11( Ltvn:; I.:n J( rl not Mne}ve J1 to •dial c r:> :r,•ae ,z .fir :rn rv1 e: (. t \ nnc F11 tilleered Ihldacts. Inc. I.e 1 1 c(,: n•. lu:•u.:lt :,(+.•r.:I w '•>Ju :+I VN•: .x.I Nilvrv.: 1(Yro•r:;N;; I:, �•1�> •: i Ic50!•(1rl) Dn%t of alw + i.v., nr 1nn,Nn 1.1 ,No a •.r loa raro•:•,I!Yr r•;e <r• nnl[o1R4vn ur ^I•••.:v ::Y tl•n•" .I. I Ili.rs l'Nr, il. ,JUJ r:.[[CI}f, CI t1Yui! .:> ,n<.; .>1 [ •:'. >. (� r..xrk,••rJ Alrh,m,.:1nF �6T OTY:3 -N ER P• FAN I * I A:N 2Q,� O,, STATE OF s`S10NALE�G\ I111-i1L U._!_ TC I.1. 20.0 PSF TC DL 7.0 PSF GC Dt. 10.0 PSF BC LL 0.0 PSF ...... TOT.LO. 37.0 PSF ............................. ............. � OuR.FAC. 1.25 ............. SPACING 24.0• 3� Scale 375"/Ft. REF RO81-- 9275 f)ATF f11..28; D4 PAW uu1SR08; 0((128M u 1IC J NG- J14C/1ilPF._._._ SE014- 41768 __ FROM G R _...._. _............... JREF- __. 1S9YO81... Z42 11:1r L-K r:!Fehl:iU :Kul! C^111`1 29 10,11 (: C;v. '+ Ol>c;;•.I•: P1) �l•:¢: (I:d Ir.u:: nrn. Tap chord ?x4 SC �2 N Cot Chord 2X4 SI' .12 N A rigid ceiling or continuous Ial.er'aI bracing a i4' O.C. Mllsl. be I)r6periy aI.tached I.o the hoILum chord. PROVIbI. ( 2 1 16d COMMON HAILS, ME' NAILED 'Al !OP C.IIOI?O. PROVIDE. ( 1. ) 15d COMMON HAILS, TOI:.IIAILCO AT 801 CIIORU. 1%�11 0 0-J0-3 R_14 UABO R -6 U=180 T.. 2X4(A1; 0-11.5 Over 3 SupporlY I+ 5] (1-181) W 4r IF0 mph wind, 111.00 fL mean hc(. ASCL 7.98. CLOSH) hidg, IOrlited anywhere In roof, CAT ;I. CXP B. wind IC OL-S•0 psf, Uin.d s(. fit b.O Psf. . 1)f?r l! CrII': TP1 ]99 !`-•?01 19.63 •--- •------- 'J•'Y4RrR•PA1 {lII1G"LY„ :>1:••f••.f: l: •/••)4l•1,:::>uI pI•t:!l•>.i. •YY r,A^:'•1> ,"nb • :YaYl,i,l• :\.1,5 a:;•.H•Y() 1`l%111 M'lOf, CH•11•M111 f•�la4A1•.1IL:[rl•Yr:..:(:i:I, ,r4•. :.I n>9:1•)t, �1 1Jr lh1S •:r ()Ill[ S•a>1'f 1•;IS Y>I!•I '•: 1:II.1>•:1:1•: n4 :1 �Drf 1(f•M: :rrl: :> V•11!R111,1 IM1n;(•:11:. :V> (Y11rY jH:l: I.a rl Y,Ir I>I r Alla•Nlb !'14,:•I[)1 YaYIAYV Ir•II InM 1:1•:>p arl)1• Ht>, w Y>C•Yirl[ A.'41L:• 'r IMPOF!AN"r IrrY 15N a C:•rl al :H1. JI ♦: LV ••11•r, Im . .Al p•419Y•!A{Ip>. n,: IY( !..W.l>:P ALPINE I rY•pU(1,, IYL, Nlwll Y;: Yf rl ar4W ,n:l :•IY aM1• II?>Vln•r Ir•1n'I111} 014:LT. al 1•n Inl ••••••• I.;ll(5 1• •: (•Y: pi4anfl YI III IYI: 4Y Irr>IIwI:YL. •I.YiI :M1I;• l �Yr InS. I.[l a:: IY•:f{ [ •:I:ICIYI'L>.51f 1. �--• :1. 1' "'•"" 9I lIGY •;JM'Mny Y111• l>1'11•.>ptl r>•:Y, 41 V.a (•1' aVi IY.II .nw' 1:•>14Y :1'Cl. NI .I tVAI 1YJ 1: ,. Al f:rl �� i•YlAri tnY YI>li5 aYi YaCi rl >n/: r/Itl.a : ,H/s/ll . :n )H:3 4>apl r�/•9 Iv, rY, ♦) ,: r. :,, 11 arrl f �• rlw:l> wa ll Iwal Y' 1>J>, ,YJ Yn;if, l:l Hl rY: l: ,i :ICall4 JY 1•,I< Ur YIf.Y. YVi:I1Wa•1• b•)L'1 ni.51^r•:a /. r • IY>Y..: •In. �r Ylwlla 1•ll: :rl• .) Irl }Y.1 •. .l rlY •YL .1 r IYI:•>pnr {l^ , I :1,15 I line Hi ilxcrod PlnllLlc'Is, ln[ .� •. n r•Ia)..w,l •er,l.ri>n.l. n:•. a;Yl. n. >•al�: I . 1:1 :, Y•aan•n•••+rrr > I Ifvl Abp kl(m:a aelnl: ,rp lcwn, wa•r. as .. !n ,:u , nil a¢I:r.I: n: wr.n )nl a, 1•n, :1aa.un I.,t •.r Yn:n::.•: I( nr,tgaa:•.•lY •[n[ a rn 1 LV:[+lln.l 1. 7lsn 21•Il nle^. Ll alglk rll aM:l!:•1 i >Il .. f FL C.I:fY:>ted Ald-Iiz60h 9 701 OTY:1 TC L.L 20.0 PSF TC DL 7.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT.L.D. 37.0 P,cr• • ......................... DUR.FAC. —� 1.ZS- — SPACING .^•-4.0" Scale .37r;"/FL REF R081-- 9276 ................................. .. _--...— DATE' 01/ 28/04 .................................................. ORW 11CUSROE, 04026A19 .............................................. i{C - E NG JIJC/WPF .—.................—.....—...................... SEON• 41770 . ......... FRO14 GSF7 .................... JREf - — ............... --... —..... 1S9YO81... Z42 YAREC. zip. — r",;;. . L,' x It:: I: I I L V %1! > i I:! I Ii I:: N . I : -1 t I : L C I I'll fi:p chord 4X2 SP ;IJ 1.0 H!8-91 for aadil ;or:al br-3cing r-Im.0remerlI.S. 111'a,ino ma!(-ria! ic, i1o" chord 4X2 5? #1 N-Ivie :F;2 4X2 Sit 2400f 2.0r.: be supplied by eruction (ontlIC-Lul'. Webs 4x2 SP #3 Mv. JT VERI W1 : H : 0.53' UL: 0.20- recommi--ndul camber 319" :)ef!eci:lcn meeti 1 /360 live and Q24-0 total load. Truss must be irista!led as snown with tof'. chord up. • lo6-0 ----------- - --- - — — - - --------------- IV, IV Iyp- W-3 XA - I X4 (R) 4 x8ia I X 4 R 4- X 6 4 X 4 2.5X4= 3X4= 3X4= 2..5X4= 6 X 4 = 4X6m 4X8 FFF ........... . . .... .... — .1 . .......... ... . ....... 1 4 0 -0 o . .................. ........ . m A+fi . . I ..................... ........ ............ . .......... . ........... 4XIS= 4 X 4 en 2 . 5 X 4 1 5 X 4 111 4 X4 4 6 4 X8 I X 4 (R) 4 X 8 5 X 4 "X4 III I .5X4 01 5 X 4 W,--- H S"-" S 14 - ---------- - ------------------ - - - - - - ------------------- ---2 3 .1 .4 0 v e 1- 2 5 t1 p p c r t n P-1261 W.I.P5, R-1256 2 OTY: 13 1111--ill-10-1- Scale- ----.3125"/Ft. .ILI' TYP. 20 Gauoe iis, ave TP..\R DFsIgn Crit; TPI -1995 19.0... ........ - TIC LI 40.0 PSF REF R081. .-- 9277 ...................... TC DL 10.0 PSF DATE $.;!.I .-Ot,r% rz,w, to I F 1" 0 1 / 1) 4 / 0 0 . .......................... S j NO BC U L 5.0 PSF -3 R W 11CUSPUBI 0402biltk I 2 . . . . ......................... -V BC LL 0.0 PS; lic-ENG 1114CA"WH V A 1. P1 I N \E .......... nu. III: STATE OF •..................... ................ TOT. L.D. S5 . 0 P3 F S F ON - 2408 ...... ............ ... ........... ....... . ............................... .. DUP . FAC . I . 00 FR p III NAL 0.1.1 T JC pisic Empii=cd Ikilditcls, Inc.. .......... .. . .... . ............. ......... 193n mmk , t Drie ,PAL ING 24.0- Jf? -.F - 119YO8i 1,112 Raines On.. F1 . ilitt L ki Cedir.W. 01 AWIIil.V.W It Y47 :!!FU I[ P m. I i 4 U:f'; ;f*.I:;t..: 1". pl r. t':., ::I,. itip chord 4.2 sr, BoL chord 4x' Sf 11 J;W 4>1 Sp 2409f 2-0f.: Weh< 4X2 %P 1.3 Del lec I ion meets 1.1360 live and 1./?40 total low- 1'rus5 imist Ile insi.al Ic.d as !-hown '-wlji.ii top chord lip. ------ . ........ Is" IVP. 4 X 6 I X-4 (R) = 4 X 4 ---- T J.. .......... ........... 4 X 4 I X4 !R) 4X6-- 2X4 III 10-6-0 —.16.688 P.(:'c.r to II I B - 9 i for a(ItIl I. I Gna I bri,c. i ng r( !IL: i rce, -Us - Bracing MA te! i a I to Le suppliim by z;-vi_L!cw contractor. Nj!qaIjv(• rea(tion(s) of -6218 MAX. (See below) from j, non v.-ind load casin requires ijl)litL connection. 3 1 3X4=— W-2. 5X4 2 . 5 X 4 2. 5 X4 � 2. 5X4 im 3X4=— X 6 . ........... ...... . . . . ..... . ............ ... =.6, I .................. ... F ........... If ............... PI ........... 2. 5X4 2 . 5 X 4 G; I. 5X4 01 4 X 6 14 - H j 2 5 10 '= I . SX4 M 3 X 4 19 - 11 - 8 ........................... _23-14 Over 3 Supports i1I.T TYP. 20 Gauge [IS.Yldve TP1\R Plesign CrIt : FLOOR 19.01)2 il. Pull, •........... A L P I N C pine P lrlI Difinctred Pnidlicts, Inc. •AV I.—L -1 W.1-1 c .,-(to W. 1. 7 I Sc. PAIlk) IM, I ,1 >KD 411 113-sc . Cc,t-.-Kdk 4iA,,W=' t 2 1. 5 X4 III 1 X4 (R 4 X 10 1. SX4 Ili x 6 it 1 0-10 IS —LLa -o- o 4 X 6 4 X 4 1 1 \ I — 4 2.5X4 111 3 X4 ............ R .- 3 G 2 2 14 -1 T Y I I:,- cLtj - Scale 311215" IF L FC L L 40.01 P S f- REF R081--- 9278 — F c Ill. ................ 10.0 PSF DATE 01/04/00 8 5.0 PSF DRW I1CWiRVH3 940,18/4'K BC LL 0.0 P S F 513 tic - ...... F i415/ T)PI" TOT. LD. 55.0 PSF SION - "';996 . ................................................ OUR. 'FAC . . .. ................. 1.00 12 FROM . . TiC . ..... ... ............ ............................. ;PACING . ... .............. 24.0-I . jR[w- 1,79 1YO81..Z42 I :I: S. ;X rl, rp. I rza.! 0 ! FC-4 (s)m H I; L.,s J.,ji,v I I! VA.!!! k Its J,:I :11, -11 ;1 b I I . -1 1 Top chord -1>2 SP B ? -N fwt chord .)x2 SP g2 N 1) s 4ii SP SPECIAL t(,ADti . t L UN13 C R 0 U 1), I'A C. I.00 if P 1. A I 1 1) 11 R r A I.00) iC Fran 600 PLF ;1,, 0. . 0 C. to Y)00 NA, al 22.73 3C From 10 P:.I* at .0-42 to 14) 110, at 211.55 RLFCH TO DRAWINif, 657.275 OR 657,27SO OR 1.153,783 FOR G/,B[.L- Uf.1AJI.S.N(jT1-: C.ONtif(.) pilt)M NORD FOP 300 111 U111.11:1 ALONG Tq C.Ofj,fjm:jOj1S I'Cill C110RU H) Of. 1AHRAIL Y BRAC0 6V PLYWOOD PV..1P'LR!-Y ATIAI,11!1) 10 TOP C.Hf.,N).NOIL: iNLIS'S 10P AND BOTT014 CHORUS MAY BE 11,1tittED THROUGH VLHIICAHY VGR UP 10 1' NAMETER HOLCS fOR ANCHORING PURPOSES PROVIDING A 02 VERIICAL WLB W 13L PI.ACHB A: VACH S101' OF fl:r DRILLUD 110t.f. AND ATTACHED WIIH (2) 16D HAILS LACH END. 1X4 (R) 0-7 0 iye /24,0 ioad. Truss imist be insLd!led (is shown WIL11 LOP Chord UP. 2X4 U1 1 X 4 f R .) = 4 X 4 =— I . 5X4 11 1.5X4 10 1 . SX4 1:1 1 . 5 X 4 Ill I . 5 X 4 Ill 1.5X4 Ill 1.5X4 13 1 X 4 1, R .) - T j 4 -0 W-2 . 5 X 4 _ I L-C --------------------------------------- -------- ----------- ------ ----22. 11. 1? Over C o n L i nuous SLIppor L . ....... R-603 Pt f W---21.-11 I? W Z' . 5 X a) N(,,I.e: All 1 Plates Are. W?.5X4 Except A., Sh.own. I OTY I I I E �c a I e 31 2 i L --1995 19 . 012 1— 1 PL.T TYP. Wave TP!11 Design CI TP 1 TC LL 40.0 PSF R 1: FF R081--- 9279 -1 rr- R P p ....... .."TIF1' 10.0 P'F DATE 0 1 i 0 4 / 00 WWRi C� . , I T C D L "..At I I No. DRW —IMPOR:41,1111" --I: C NG JWC / WP F 8 C L L 0.0 P S F HC A L P I kE -- w-;: I -.11 STATE or- ........... `296 TOT. L.D. 55 . 0 PSr S1 ON - 4-1.141 lilt 1 141. 11.1 , 'I!. I ,: V1, 1111f: I'll. "I r-.9% p;i,'ne Cock] DUR . FAC. 1.00 FROM TjC a. E. Pauducts, hic— -111-M :"bl"If, 7r ..:, --- . .. . ............ .... . ...... ....... i IWa, Oty, FL. K414 `PACING SEC ABOVE jREr-- I'-z9yO8l..Z42 71:is C::-" fr:; P.1GEG I@!1M frM!Ur,f :XH), it Q. U•> 4 0: Y!F510"1 :•UP`'1'rtG I:! I HI lop chord 4:t2 SP 1,,,11 1?(:11;f• : i' %a2 SP H: no', chard 4a2 SP (f i IL!ncl: :B' Ax $P 24O0f 2.UF: Webs 4x2 SP .63 I)Ptlel:llun meets i.060 list' and I.j'40 1.O1al Itiad. 15' Typ. azfi=- 1X4LR)'- r,X6= 0 7 0 1X4 (R) = 4X8= 2X4 ill =1211 14-7.25' ftPfl:1, I.c it18 91 :**of- ad4:tic!:aI bracing requirt:muiiL�. bracing maiorlal be supplied by erf'r.lion conlydetur. NX J1 vEltf OErI: L1: 0.57' Lit.: 0.21" rvc.ommc:ndell camber 3/8' Truss Irusl br. Instalied as shown aitb tap chord up. 10.6 U -- - + 24.75' 101-6-L W-"IY•4 _ 3X4= RX4._ 2..5X4 3 X 4 2.5X4= 2.5X4= 4X4_ 4X6= 6X6= 0 3.0 t--_:_::::_: :............... ..:.. <._:..-:......... ......... 8 0.0 n� 1 .5X4 ul 5 X 4 W-HS2514 _--- 2 3- 1- 4 C v El r 2 S u p p o r t t•: •--••--••---- ---- nLT fYP. 20 Gouge HS•140VP TPI1R 1)esi(In CrIIt 'rPi-1995 i4.0i)2 1 ••�n •I IV 144. I4a ll laf, au "NA.4NIKu•• If l;)1:{ If•11I+( 1•ItI R• (if.• :V r:U4It1 >LJ L. 1 .1 `�. "• 1': 1 �1> Ir••1:: ••I:n. ��••rr.•v: 1.1 arrfl, :v: r:tFa:: in; .l �liw: I,;ii4 n, •r1 •1113t rlrll ;F>: rlr: •f, '.•1 (• •>L•11 r14 J> -.4. 1: :nd. •l+•11 i•)1. 'II ,li ••,1 Lh•1 L'1�4 •,4r•n 1l:ryS i411fr: Il U1 •Y•rii1. Main lull>I t: a: IF. /� Y.1:•1 :•:V, Vf ^1.19) l•r S•.l: If r>w1,Ill: r'01. :D rl tl Uenl4:.. 111: \I' 1•:ui IIUV\, •1S iI 1` r•C/{il In9:•; all n, / \\ l,.•• uwer >. "w•1 "I•nr a. wn✓:nn of•1G ler ar .>Lr.a w ".•noel r>Frtr aa,n l . ��aUrl at. > n �•:H ••IHPOR I Ali a' rr•r�l,r r. rarYr rrf •��r: {;r SILL Ir 1H' la:: w•: /.: I.la \1.4:Ir1 :4>. ,r rlN: IL!IIn11 a•4 ELF'' N[ -... nVL"nY4IL,. 1uu1•HF11, 1n1 h•Iwrl H4• ar R>NVSIHtI rJ< wL, OIf:w11g4 :n:• ti}: wL, Iw;: !I N::lu LH ' ' f--------- :ra')♦ IV+:?I •la H•Y.:: .111r• Irl; 1:n+1r,•111C, 1;I VC1 :114. fHI V: I.4. :•GI.I: f1n a if It lFL V: flUalr>. G--•• 1 r>G v11V w 1.1 I: Lrrl ve ULI,It•VS •H t:.t :La114n11 will:4 twl C. C, 1.1r•") rLn M. w•r 1Ff ` \ twFl (1r,1 rY wrl♦ r<I •lwltl •H 1O; Iwi 1"L1 IV.FJ 37al t!••• la\1 ,<rlll 1r; GO IV• rit•.:1 Lw f. Slllt. 11r•G1 '' 111 11.nL lu t.nl Inr ••. L•rs. .'!n. Ilya t. .lu ../lu ll; .flu r•n ILII n�>14r, ro•I n.ra Yn vwYl'11., ttrn I f,111C tall Interod l'rtlllltitf, lOC. .41 1.-0run 0 19.11a rPtt l;ulO nr In wall M 1'1f lhnif ad Gf Irll •: Ca> fl [.:, > Sf 1l JV Inl, {' nrar •41. I,S:�'all: • •1 r'Ir•IIr r, 1'trr l,t lr'V>l IV(•Ir'[3UIVr• it arnF>r <:: 11r 4M Sir 1•lr Ian rCl•11 •:4 "rnl Fl I YI\I.VI7'E111tf U!i1rrU •.F•IMt, IrH fiUl:lr 11 llr thn U,1 O: IMII C: 1411M1 10 4w1 Lrrr C:L4 :S :H( al ,rul: •.11:11:• V r•:1 IlairrlCM.}I. .11Au wuil.c in anll nr .r11;1r1 1 >: t.. i --- H.(:criiute cf: JldluNyva l3if'. 1.5X4 W 0-3 3 I I F.�•1L5U 41�-3" y:2 I111-ii ":.3.=-`r'-/�`-= -jE%.._Scale -� i;' 40.tr I SF 1 t, L 1. 1 , p c REF 081 • • )280 C I-�DA_ - T� U1 0d Oil _ BC DL 5.0 NSF DRW ncuSftpNl O4OzIIAru I BC LL 0.O PSF Ili, ENG JWC/WPF ...............-...__. TOT.!D. 55.0 pSF ...-_... SF.QN- 16025 DUR.FAC. 1.00 - FROM TJC •-_.--_.--..-..- ........................... ..... _-_...-•-•_-_ SPACIIX'G 24.0" - JR[F • 1S9Y081.-:42 I N;:. Irt;o I'>I.I'Ax10 ;X04 L:11..F•IIL!: 1!11•11: pA•a:•: L I%t 1) Fr :Y.:r. rlr N. !op chore 4r2 `I' §l N IiJ(•r to 1118-91 Wr additional hrzcin9 requ!remer:ts. Bracing Lot chord 4a? SP rl Dense be suppli:,d by erl:ct:er• contractor. R:hs 0:2 SP #3 Ileflection meets L/'.•60 live and I./?40 fatal laud. iru;s (;(:signed for tunbli anceu liver Ioad. Iruss must be installed as shown diLh top chord up 16` fyp. 4X6= 1X4(R) 4XA. 0.7 0 t• 1 .5X4III W -2.5X4 =.5- 4X6= X44X10= 1.5Y.4III 1 1X4(R.)= 4X6= •�•- c.DAll = ... -11 - 2X411.1 2.5X4= 2Y4III i.5x4Ili W-W512 = 23-0.0 Over 2 Supports R� 1G61 H�'7.25' Note: All !hates Are 1•13X4 Except As Shown. t'LT TYP_ 2O Ciau9t? IIS_tlave iFl�n----Dt?sLan CriZ.: F1.00R 19.CIb2 •-vA44!YG-•">:1.>I: r.1b; 1>I (l'f. In ra51 :1 N-yrIN::V\, W}I S, ).G:: 14R, I:L!Iw:: Inl. SLq •,rw:la, �:tl:r In p•.al •I ul IrJ; ;he.. 0nrr•1n1Y: :1111r :l•1 n>n:•I:'••).•I>uSl :A:1.0 hl I:1 ;1II.S) Y. all I :•I,u,:, \,F .•V[1•: •.1.1 {.. >r: [ r.W. N/D S<•t, Y• ^n .•[ Vlrw IYllal• :rJa\ :-IC. 11 nwYl)DV, YI \1/I>: 11 •:. S,I.Ir Y[..I l�.t)•rr l:•tl Y: rl •If!Ir•: .••; !l •:K?IIVY;. n[lts) •ll Y•S,ISi• I>:1Ilwl: t. 19r Iwor. >,:,1: Ila>I -.r>I, 4:IU .rD 11{Ov 1UUl I'Vtl:1 abl Wil Pitt UNMII YPI•- nab . n.A•[•: r w:r4l n., l• •'IMr04TA47•• nlrrl>n .1 ua•, •n :nl> 0l \1:.•: .o I•r, I,>Iwl •.1: u.v :c>II;1nar, ,a: r•:m Lv.,untxur +h•Y•llil S. IhL' 111411 >•1: [I [I ♦r; t]IL:e ,J) Y.*, ha>r.11Vn IYn:. :NI> •II \I:•1:; w:ll f.il :rSt I.) {r�l: I. 1•II 1•••-•."'% ALP1hE .•••••.•.••I :Rn:> Ih ;t•Y: Crn4nlr YI IY 1111 J> I'.Di ll.I lYV. •I.,LI IY.:. :r. i. r: tS, :Ya lwI: IVV l 11>w!Ir:G �1 I>.:y.l?. -•-/- '•'••••" Vl t:l:•1 I:Dv:Or NS ell ll• l!1'1 li>n.,l frn\rsI VV) :•1 NI11 Il.wll•:>Y•1. Ar al >Y.1 •>'a ICI. rl r•l ar 1.I{wIIIN I.1-1 lRl YLDI rl RLillrlLl.w 1,.•II\ill •\In >.La LRl[•1 I.li%[ :J, [; •I,\I I: • ':I i LI. >rr11 �\� fl.:la 11' IIIN ,..1' VI IYlla\ ,>YD. VMI 1,\1 n11n .Yi\I 1•f:,w 1:C I�V 1•I11 D• �t%J. rn)!:IDO[:IR I•.,JIR�:) Irl�l /. \I(7itic 1:11ginctlCd IUCIS, Iliai.�avlrrlt lint nl r1 At1S I.:LI.rviD D: 11; vela uL rl. .1uR:[ :I w Irn/e'Ir 11 •' t an• •In un1 Iil Akrkr nrnr ('hXI 1 •1 •nDIL11ta wL::ruert Lrn I rA^ IS•.•Mul •h:.l>Ir>nl: H1r•]s I:>1. 11: AJ rl,l :IA ua IYr;a-.rrv• cl s-.+ . 1 s: I:wra 11: . 1•a\ :•u•Y•:u, Yr rl;, w Duu aln•; •,1 a.•rna n. In un Hu.[o rip. Fl IJ.LII e•11Du•. D >vmr qr a .:ry I sl L.w FL C'atArczc d •SvtMlvalml i b7 �- 3 - 6 - 0 X4 (R1 -1` U 10 til•4.0 _t.�o•0•U R-=1410 N>-4' -OTY_3 P. it%..._,'E ...._.... - = ale-:..3125";�I;. .-• �_-._..•.. _. .... TC 1.1. 40.0 PSF REF R.(IE1 9261 :.-PF rIF� by I TC 0L 10.0 PSF RATE 01/ 04/ 0 `�1t* BC 0L 5.0 1'SF ORW ucusrlcsl 04028AKfl �l 24 I BC LL 0.0 I)SF i1C•cWG J1lIC/WPF kTE OF oato�p�� TOT.LD. 55.0 I'SF SEON• 2312 .... ................._................... iVAL-- DUR_FAC. 1.00 ---- FRGM TJf, --- - - -" SPACI!JG SEE ABOVE JREF - 1S9Y031... Z42 :r.li P::r. Vsl r'Pi is FH)M -,!Wu 117 I6l•IN 'I 6!-V: L ulIII ::••I"I ) :Uhl!!::tU 0 .ro'J,• PIS flop chord 4xl SP Ill i1 — 801, chord 02 SP Ill ael:s wells 4X2 SP JJ3 Poll" ltic[ ii)n IrlC:r?I, L/3i;D llei: and L//.4c) tni.al load. fru!:s 180st be InstdIII!d dS s11OWri with top cil0r(l up. 10 6.0 hefer i.n Hlff•itl for zc!d!I if,nal brar.in9 rNlUirenlenLs. Bracing material to be suppl ref; by ore.Clion conLi acl.or. 100 rrlrh wind. 15.00 ft mean hs)L. SBC. LI.CiOSED bldg. located anywhere in ,.()Of, wind ff. 01 5.0 psf• wind CC Di 5.0 psf. ! yp f ix4 (R) 1X4(R) = 4X4= 2.5X4- 4X4- 4X6= - -- - .._ . ........... qq ...................... -- - - - - -- ................._. r.._.-_t.-.^i........................�_...•••......•.•....... F .....---- _............._.... .................... r• 1 FX6=--- 1 .5X4 III -•- ,1X4_ W=-HS2512 = 4X44X6= — IX4(R) = 2.5Xr1 2X4 ill 1 .5X4 N i9-7•4 Over 2 Supports R? 1068 U1 289 N:t1.2.5' NoLe: All PlaLes Are 1•13X4 Excep"_ As Shown. ?LT TYI'. 20 Gauge HS.Wave TI111,R Design Crit: TP11•1945 5.01 "�AFIIi Nr,'• 1>U}t:} rr.l4l:1 1Flrl V: G..LI 1> [/>':.w:::1V. f.)Ni1111.. .al I(I p tf:: YlIll >.+1.14u. rp.rwf. f.l arlrll Ial e,xa l(. ,:. f >[I}>ID r• IFIrIlona r 'If I'll-nca, en[ p �•:Prv.r10 p>.. ,4f 11 Vn:}•:.. .1 )111J1 •.J l:(w Ir•1:m �: V.} a V[Il •n •rvlr:r. �>Ip5 ll:l Yrt l,f :V, �� na:il'••Ir, xl 51l INJ if•>I SnI: II f•11nI II1: 'rl`)D I`•I f•; n^ rl•�rf� [`Sl„ D:I;I:u}. •lrl .la,, JfP1 t>I.I IIVJI•rf•_I•. :.,r aPl•r ,aa[• uwv� reJ...Ir . Nlu , . [ . . > .,r a 1 N�un�•r <rw . � [ fr r .. us•cu / ••IXPORIANT•• n+rl,�. a• JPr :r �•n, :.. }1•:r a :u:. I•.:I w.: ,: l•x. tl.xutn.0 we .n•; r: IlVII:i. rr. ALPINC f;, ut. alw•a rD• > }rJ..: D•.l a Pu;:u Im .••-•-••••• •-.--.-.- n•:}, I. :UuI •IrNSr:( •1�• 11••; NL 1•>r lCa[.r:.. Ilr.r. 1Y C'}•N:Y: :Y:.. :>:1+.[Ir :,. 4rra1VY•11 �) 41 i1e. (r':1 UiN, xllll wi rl 11 w•1:.. 1'tl•V:,II•V: Jf uD, Intl •Jltl Gp: �I_I 5:1i. Cf <: arwJ wu; IVI. �)' � '.I ,w.aY�:i1n;! n14:A1❑I rIr•la:.�I;Na[I1♦ .: .rf nr. r U1 [>a•♦v:l} :.->,n!1. 11V1.rea.:•>a .nf.IP.:5•rinC1: alna •lc•N�•In..G•l1 ::r.I Ir..C>.UInr:IItrIrp •.•f:ClPa•::lpf,.rar,. r1>o:[c.•,l.S.11Il. uGc wf.1] 1 a..flwrluf l J AP.f:�•-n1 411CInneeredProd uIs. Inc. f: , It \: Gr: N:: 1[a' !)1 tl. IVt i Illy, {url•(W�ll 1 3/�yI v UIi.c k.•ll !:Ln 4r.Yn hll :[I1:}>!; 11: qJ :Ill J: In •:M^cul Nl I I> ...I x t.01,Q IS :n: r.J+..,Ilia:• tr Ir[f Ilai—!•n•. F]. MCI t, L>f:n L1uR ull uuln rf• Gu, 1. u•I I :IL i<Ilr. un ux[> rf. unl. u•1 : t,L i. F] Coin:= pfAlC—lion, iSO _ R-1063 U.287 N-A' -% (V Y:>3 I.I�f.1_/I/-./..:......_......Scale- 1,C Ll. 40.0 PSF REF R081-- 9282 • ! ;C .)L 10.0 PSF ..........................ti...._ 0ATic _l]i/041100 Si; DL 5.0 PSF ORW ncus.fcuP, 040liAV..n— I 6C _L 0.0 PSF ...................... ..11C-ENGG —._ _— VB/l•IpF ...................... -;O;.LC. 55.0 PSF ................. SEW ............................. __—._._.--�. 1245 _.. ........ ................................................... DUR.FAC. 1.2S wds _.__... .-......_............. SPACING _......_... _. _ SEA ABOV. —FROM JREF- 1S9Y081..?42 If: I I J-. I E : -I IV II.!- t -ht -;I: , ; "I j 1 -11. : . v : r., , : I vn I : lz!.. . . : ip :I I I ;op chord 4x? 5il; #Z N Ikoi chord .1>,? JN // 2 N I Rebs 4x2 511 #3 SP[CIAI. LOADS . (1. LIM E R Ij LI R . i'A,.' . J .00 111. Al F. 0 U11 . F AC . J .00) Ef From 50f) PLV at 0.00 to 'SOO PI I' i.1 18.96 9C 1'rufn 10 I'Ll: a: 0_12 to .10 PIF at 19.08 RF.VER TO DRAWING 657, 2,1S OR G57.2753 OR 1.153.7b3 FOR GABLE DEW I.S. NOTE : CONNECT HOT'ION CHORD FOR 250 Pt 1: UPI. I E I ALONG III[ C0111 INLIOUS SUPPOPI . FOP CHORD TO 61' 1 AIERAIA.Y PLACED BY PLYWOOD PROP:,"1113 AITA(11[1) 10 IOP 016RUIA1011: IRUSS TOP AND 1.1011014 (HORDS MAY ql.* N.,:I.I.FL) 11111OUGI! VIRI]CAI.Ly i'OIZ OP 10 1" 1) 1 AM ' 1. frR 1101.U* .1 1 OR ANCHORING PURP(jS-'S PROVIDING A AX2 VI H'I ICAI. WEB It, BE PLACED A[ EACH MOO OF 111L HOLE AND ATIACIIEU WITH 12) 160 NAILS LACII [ND. 1X4 fRZ) 1 X4 (R) :!= I.,.(. f -ir to !it B - 91 for Souls i ona I bl.:!c :: !..I r s-qt: i remelit & . Br jc. i ricj mat er i a i to Ij( IN! i0y !(,I-, ont.ri.ctor. . Deflection meets 1, /36.0 live and L/240 total load. Truss must be Installed as shown with Lop chord up 1 . 5X4 91 1 . 5X4 111 1 . 5X4 19 1 .5X4 III I . SX4 01 19- ' -6 Over Continuous Support R503 PLF 1,1-19-2 8 Note: A 11 Plates Are 1,12X4 Excep AS -Shown PLT TYP. Wave TP11,11 Design CrII:: TPI-1995 19.02 ..... ............ . "'AN1111," "C' , , I'. - . ...01 Il'. I, ! ;.".. :. .." I-. 1:6 1 ? " , . -11 . '"", i I Ile. It lKlic, 5) MI, 10 V1 '.Al( -If I v1; -1.4 Act .):,I 'I" If. 0.1t1a -tlki p NE I.: c Cv.1111., 01 1.11 1(— 0.. 1:.,, 'it. iV 1-tAII, 1., 4111., 11 I /T�inc I cd I'miticts. hicNr ....... *�, ...... ky M. i, 4 1 q.7 1X4 (R) ---' 2 . E X4 III 2.SX4= 0 -1 . 0 1 -4-0 j ... *8.0.O R) m Hil -DIJIL-L. S c a l e — 375 "I.F t TC 1. 40.0 PSF .... REF- R 0.8 9.2.83 p�SSR p TC VL 10.0 PSF DATE Ol/ 0 F-' .......... cj, C�A, ------------------- c WIR (W 04i.;.1 h NO BC PL 5.0 PSF %,R W N 2 EIC LL 0.0 PSF HC • E N G Jw C/ w P r CO)". STA F TOT.LD. 55.0 PSF SCON 2315 Al FRO "JC -D UR . F A C . 00 SPACING SEE E ABOVE JREF- 159Y081._Z42