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HomeMy WebLinkAbout2420 Marshall Ave 07-34 COPERMITADDRESSA CONTRACTOR ADDRESS ,, ,,; PHONE NUMBER ¢ PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION City of Sanford Certificate of Occupancy This is to certify that the building located at 2420 Marshall Ave for which permit number 07-34 has heretofore been issued on October 09, 2006 and has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as New Single Family Residence subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: R Addison 03/16/07 Engineering & Planning: M Replogle 04/09/07 Public Works: M Watson 03/15/07 Utilities: R Blake 03/16/07 Fire Department: M.S. West, Inc Q)a� m 04/09/07 Property Owner Building Official e Date BP210U01 CITY OF SANFORD Application Miscellaneous Information Maintenance Application number . . . . 07 00000034 Parcel Number 36.19.30.524-0400-0110 Address 2420 MARSHALL Type information, press Enter. 2=Change 4=Delete 5=Display Opt Code Date Print Miscellaneous Information HISB 10/09/06 Y 1 STORY/2 BATH _ HISB 10/09/06 Y NOC ON FILE EXP 08/04/07 HISB 10/09/06 Y SEPTIC TANK ON FILE HISB 3/15/07 Y co sign off: _ HISB 3/15/07 Y P&Z: MR 04.09.07 HISB 3/15/07 Y PW: MW 03.15.07 HISB 3/15/07 Y UTIL: RB 03.16.07 HISB 4/05/07 Y final f/s on file F3=Exit F6=Add F12=Cancel 4/09/07 15:39:18 Bottom COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 106-75148 DATE: BUILDING PERMIT RMBER:n (CITY) COUNTY NUMBER: UNIT ADDRESS: "'?J�r`d ( C' TRAFFIC ZONE: JURISDICTION: 06 SEC: TWP: RNG: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: APPLICANT NA ADDRESS: LAND USE CATEGORY: 001 - Single TYPE USE: Residential WORK DESCRIPTION: Single Family CITY F SANFORD PARCEL : LV- —/�9- L2- 2 —` COC'0 0I f 0 TRACT: BLOCK: LOT: Family Detached House House: Detached - Construction .FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS .. ROADS .�.�....,�.. -ARTERIALS CO -WIDE 0 dwl unit $ 705.00 1 $ 705.00 ROADS -COLLECTORS NORTH 0 dwl unit $ 000.00 1 $ 000.00 LIBRARY CO -WIDE 0 dwl unit $ 54.00 1 S 54.00 SCHOOLS CO -WIDE 0 dwl unit $1,384.00 1 $ 1,384.00 AMO STATEMENT � � f_ RECEIVED BY: SIGNATURE: (PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY, THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** *******************SINGLE FAMILY BUILDING PERMIT******************** U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires February 28, 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Policy Number SOUTHWARD, KATRINA A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 2420 MARSHALL AVENUE City State ZIP Code SANFORD FLORIDA 32771 A3. Property Descripction (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 11 BLOCK 4 3R SECTION DREAMWOLD PB 4, PAGE 70, SEMINOLE COUNTY, FLORIDA A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.28° 47 17N Long-810 16 45 Horizontal Datum: ❑ NAD 1927 E NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 0 sq ft, a) Square footage of attached garage- sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade 0 walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings.in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF SANFORD 120294 SEMINOLE COUNTY FLORIDA B4. Map/Panel Number 65. Suffix B6. FIRM Index B7. FIRM Panel 68. Flood 69. Base Flood Elevations) (Zone 12117CO045 E Date Effective/Revised Date Zone(s) AO, use base flood depth) 4/17/95 4/17/95 X B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) ❑ Yes M No Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction" IM Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item AT Benchmark Utilized Vertical Datum NGVD 1929 Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 36.7 feet ❑ meters (Puerto Rico only) b) Top of the next higher floor N/A feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 36.3_M feet ❑meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 36.2 feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 36.0 feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 36.4 feet ❑ meters (Puerto Rico only) 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 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. Check here if comments are provided on back of form. Certifier's Name License Number MICHAEL W SOLITRO 4458 Title PRESIDENT Company Name ALTAMONTE SURVEYING AND PLATTING, INC. Address 435 DOUGLASrAVY SUIX 1 V5F City ALTAMONTE SPRINGS State FLORIDA ZIP Code 32714 Signature IA / /( / / Date 3/27/07 Telephone 407-862-7555 LS4458 3/27/07 FFAAA Fnrm R1-'21 nr1R IMPORTANT: In these spaces, copy the corresponding information from Section A. For insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 2420 MARSHALL AVENUE - City State ZIP Code Company NAIC Number SANFORD FLORIDA 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. -ammenis oiynarure Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters El above or ❑below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see pa e 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is . _ E] feet ❑ meters ❑ above or ❑q below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by 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 FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date comments ❑ Check here if attachments CChAA C....... 04 'sa ALTAMONTE SURVEYING AND PLATTING, INC. 435 Douglas Ave. Suite 1505- F Altamonte Springs, F1 32714 Phone 407-862-7555 Fax 407-862-6229 Tuesday, April 03, 2007 City of Sanford Building Division Post Office Box 1788 Sanford, FI 32772-1788 Re: LOT 11 BLOCK 4 3RD SECTION DREAMWOLD PB 4, PAGE 70, SEMINOLE COUNTY, FLORIDA 2420 MARSHALL AVENUE To Whom it May Concern: The finished floor elevation of the structure located at 2420 MARSHALL AVENUE , Sanford, Florida (LOT I I BLOCK 4 3RD SECTION DREAMWOLD PB 4, PAGE 70, SEMINOLE COUNTY, FLORIDA) meets or exceeds the requirement set forth in the City of Sanford Code chapter 6, sec. 6-7 (a). Sincerely, Mike Solitro President Altamonte Surveying and Platting, Inc. 435 Douglas Ave. Suite 1505-F Altamonte Springs, Fl 32714 C1"E1 01 SANi.0};I; 1>1.1;\,ri .;P;> 1c � 10` ''hail t : 07-. 3 4+ iJOt[: I'' L. •' V�V -- Joh .-I.ddress: 2+? o Maw-shcal,l fkvc. ✓escriation of 1ior1;' Ir�s'rA1l NtvV t}V4C sysFuv► Nv�Ht duef o;ai Syua;e Fooi: e o Yaiue of "York: S �O00e©O i:isloric tOisfricl; lonin,�: Permit ;) pe: Building Electrical Nlechamcal )<,- Plumbine Fire SprinklenAlann Pool Eleciricnl: New Sen ice - T of AMPS Addition/Alteration Chamee of Set-\ ice Temporan, Pole (\iechnnical: Residential X- Non -Residential Replacement New (Duct Layout & Enerdy Calc. Required) Plumbing/ Ne,v Commercial: >' of fixtures a of Vdatei & Sewer Lines # of Gas Lines Plumbing/ �e71' Residential: # of Vdater Closets Ph,nibing Repair- Residential or Commercial ©ccupnnc) Type: Residential 4, Commercial Industrial Construction T)pe: 4 of Stories: j� of Dwelling Units: flood Lone: (FF)1.A fol-m requiter] ) O,\ners Name & address: —------- - =--- ----- �- - �� _ boat - --�- — --- ---- G..De,1lo.,Russu Cmrtrachrr Name & Acid, ess Y _— ; ftbet 4iR(�1g«�ITE�3�, �Ire,,,,, �,.mhe, - — g Phone & 1•as: L { ', �t.k �Ch�nt e9,+T' 10,0210 .—.---- Phnne Bondint; C'un,linn\'.-...--- - --- --- - -- archiIcc1/l:n�ineer - i'hune. Address hl,licni, 1, i, h !rl" !i7:uic I,+obi'lIll a 11r1 11111 n"i', the \\,+rl, ;!nd iml.11:,u,,n<.i 11111KJ c 1 I crrtll\ Ih a nn l , in,Lill n'cm h 1 mi7,inc( f I,ri"] 1 IhC ,.. u�al ,iu:,l''. „wr,lI•; :i! •.I \'•.�;�: n. I'I ,il:l'.., `.It, ,'. ', I', •�.I ,.it i::. .. Is; ,II P .I. \llt t uNUI I"NI I i. clr \\ NI:1 \1 IIDA\ I I : 1 ccnll 111a1 all of the I,,rr_ +in-- inGnmau,m i, aiiullni ❑ id Ihal .,ll c, 'Il, ill he cinnr In coat,l,li;u,rc•"Ill) all upplicahle lags re^_ulalin, crnstructinn and zunim . \V.ARN'ING TOO\\rN'ER: DOUR FAILURE_ TO RECORD A NOT ICE OF ('f)l\1t 9EN'C'FL\IFNIT MAY RE.S(ll-TI'YOUR PAYING T\\'I(E FoR IMPROVE\'IEN'TS T0) oL)R PROPI=RI-) . IF YOU INITEND TO oBI AIN FINANCING. ('ONSt!LT \, ITII�R LENDER ORAN AI II)ItNLI 13LH)RL RLt UI�DING YuUR NUI I(LUI CI)�I\iCNC L\1LN1. //,/ 1 NUI ICE: In addilion to the requiren7ents of thi, permit. Ihere n7o\ he addilional resu'iction, applicuhle n, Ihi, prop I. it 117a. h Gnmetin 7e public records of this axnv\. and there ma\ he addilinre7l permits required I'rnm other gm ernmenlal enlilie, xlch as \cater mono , 7 iisvicts. al en es. or federal aeenet/es. \cerplancc of pern7it is %elilicolion that I \; ill until\ tile m%ner ofthc properl\ of the regtnrcn7enls +l I -tor i I.a\c. FS / Vr / Si +nmure of O%\ neri.Agen1 Print Owner/.A ,enCs Namc Si_naluie of Notary -State of Florida oc, neriA�ent is _Personally Kn0\rn to Nie or Pn+ducal ID APPROVALS: ZONING Spci ial Conditions: _ Re\ 03/2006 Date Date UTIL: Fl Sid+nal of c tracli,r' �ent. Date Prig onu'acloWAcenl's Name � i Silnalure of Notary -State of Florida Date 1\• //^� ontionWAeccnl Known to Me Or Personally C — Ploduccd ID ENG: BLDG: EL� MIRINDA C. TURNER Iv1Y COMMISSION # DD 212893,tkEXPIHES: June 142.001 ++ horded l'hru iJote!y °ehli;: Unlenvrilers 1s 43 1 - 0 0 , 315 - () 0 f 311 .,1 lo 003 I. 1 s 383 - 0 0 4,3 1 - 4 0 . 0 0 x 643 -0 0 311 - x 2 0 - 6 7 30 3 -o o ----------------- 0-0 1 A'AA .44 /ve, CITY" OF SANFORD PERMIT APPLICATION Permit #.: 0rl r 34 Job Address: Clq oZ0 Description of W Historic District: Date: 10 1 2310 (A Zoning: Value of Work: S `30M a0 Permit Type: Building Electrical Mechanical Plumbing aC Fire Sprinkler/Alarm Pool Electrical: New Ser-%ice —# 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 Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Ox-ners Name & Address: (Attach Proof of Ownersbip & Legal Description) Phone: actor Name & Add r� L'� �i( ty > re �Ckr/1L� % p 1'6!q Tat b'(. C ✓zItA6n,-ni n E ' /StateLicenseNumber: �� OSCO%CAS Phon� c3r- e Fax: O 00-7 Contact Person: Rives Phone- �� rQ3�<3�38 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet 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 requirergEntygft�rid/Lo Law, FS 713 Signature of Owner/Agent Date _ Signature of Contractor/Agent e Print Owner/Agent's Name Print Contractor/Agent's N�''e - Signature of Notary -State of Florida Date Owner/Agent is _Personally Known to Me or _ Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Signature of Notary-StateofFlorida �p �y Contractor/Agent is _ rsonnally KnoQ- wn Produced ID IS.L.31' A 7 P Zoning: Utilities: (Initial & Date) (Initial & Date) • o` F.iti � �eCi ;•STP,1� \\\\\a��� FD: (Initial & Date) CITY OF SANFORD PERMIT APPLICATION Permit # :��C , y Date: Job Address: �0 0 Marshall owe - Description of Work: S 1 n� � ff _�m 1 t r )nn nil e Historic District: Zoning: —� Value of Work: $ Permit Type: Building Electrical >_ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS —�D 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 _X, Commercial Industrial Total Square Footage: f� Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: {, (Attach Proof of Ownership & Legal Description) Owners Name & Address:�/ /�� r Phone: 1 ��1 j C'�—�� Contractor Name & Address: Phone & Fax: yG ? — J 2-1- 7 cl (v Y Bonding Company: Address Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: ne: 7 C",?— 3 Y , Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction- I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 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 pennit, 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 requireme on en Lad, FS-713. Signature of Owner/Agent Date Signature of Contractor/Ag t Date &4tj 1-t C / //r= !/el /. Print Owner/Agent's Name Print Contra r/Agent's Name �b Signature of Notary -State of Florida Date rgnature of Notary -State of plorida Date Owner/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: Contractor/Agent is _ Personally Known to Me or _ Produced ID (Initial & Date) & Date) y CITY OF SANFORD PERMIT APPLICATION Permit # ; D i 3 ( Date: JobAddress:A-9. 2 TA1� Description o? Works C 0, )S'I ,P VC_r ice- In(&W 5//UGC Historic District: A117 Z,otd K: Value of Work: S i 7 �. � -��- � w -. Permit'Type. Building X Electrical Mechanical Plumbing Fite SprbWer/Alarm Pool Electrical: New Service - # of AMPS 15V Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New f=— (Duct Layout'& Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 7— Plumbing Repair - Residential or Commercial Occupancy Type: Residential _�_( Commercial Industrial Total Square Footage: 1 % b Construction Type: V_ # of Stories: _]__# of Dwelling Units: _I Flood Zone: �_ (PBMA form required for other than X) Parcel* 7i '!Q ` Z`r =J 4yo 7 m c (Attach Proof of Ownership & Legal Description) Owners Name & Address: Contractor Name & Address: lu S r J /RIG, /Op, GZ Phone: ?1511W t ©F L 327 7 3 State Lleense Number. CG — FVZV I V Phone & Far 40 7 Z ; 7 Contact P..... 5Ca7r wez�,5z Phone: -40 7 70 Z d�Q3 Bonding Company: Address: Mortgage Lender: ItfO X1.1' Addrrss -- 1 Arcnitect/Englneen - T, `55 r CO ©o 7-4 IJ' �. Phone:4_p7 f_Lj 5'5-5% 53I `� 3 — 14F, - —Address: l 3 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation bus commenced prior to the issuance of a permit and that all work will be performed to meet standards *fall laws regulating construction in this judadictiom. I understand that a separate permit ttnrst be.aeeaeed for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and Alit CONDITIONERS, etc. OWNER'S AFFIDAVIT: I aer$ty that cep of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zaung. 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 requirement of this pernik tree may be additional restrictions applicable to this property drat maybe found in the public records of this county, and them may be additional permits required from other govemmehtal entities such as water managemew districts, state agencies, or federal agencies. Acceptance of it is verification I will ty the of the property of the rcqui of w, FS 3. -D� I mature of Owner/Agent Date Signature of Contractor/Agent Name Date MY COMMISSION # DD I W01 EXPIRES: February 25, 2007 M 1 CNA5- _ 5co'; f - w5z% "% Print Cont tor/ gent's Name tune of Notary- tau o Florida Date �;. Ada C. Cameron MY COMMISSION # DD184785 EXPIRES February 24, 2007 Contractor/Agent isx Pe' 1qr y' !(novWQE90WROY FAIN INSIMANCS INC - - - - - - - -- _ Prod,ued lD 1) APPLICATION APPROVED BY: Bldg: Zoning: % Utilities: FD: _ (Initia Date) (Initial & Da(c) (Initial & Date) (initial do Date) Special Conditions: A' ACT FUs 60.00' 56.06� 45.00' PROPOSED t ONE STORY �- SINGLE FAMILY m LU RESIDENCELug ,.So' � Q 23.66' wn IL1 VJ } 0 = LU Q 21.33' Z E m a o arc 25.00' ° ------------- MARSHALL STREW--------OiNA PAVED R/W ;off SITE LAN Scale: 1% 20.00 LEGAL DESCRIPTION I SCOPE OF WORK Leg Lot 11, Block 4, 3rd section DREAMWOLD as recorded In Plat Book 4, Page 10 of the Public Records of Seminole County, FL Parcel ID 036-19-30-524-0400-0110 Otherwise known as. Marshall Ave. Sanford, FL 32"1-11 Construct a new one story, single family residence on a now vacant land parcel. The new structure is to have a concrete slab on grade foundation, with concrete block exterior walls. BOundaTy SuTVey of Lot it, Block 4, 3RD SECTION OREARWOLD Plat Book 4, Page 70, Selo f no l e County, F l or l da pry {v Not open VINE STREET ----------------------- � 1 _i29.72'(P)JL"c.1[te.— — — — — —_ @�@ N89' 58' 45' N i29. 61, N / it 90. ez i 4aa. a TO; of WAUi I a Ell Lot 10 2 Bl 0ek Q Ca W 99.e Lot 11 9@. �I `` Black Q too.!-/ Vacant ae T fuel 60. 9' earth 917 In ! ins a N89' 59' i0e E 1�9. go ( N1 farce eels Im-� �. war a„e w. t 129.72` Pj / Edge of aeraeut // I I L 0 t e'4av:eoRill Ms oeQ1 Black 4 Lot 12 Block 4 i j 1 01 ! i (3 I Legend - Recovered 4'x4' Concrete Monument. = Set 4'x4' Concrete Monument OLS6300 This Survey Certifll daTo; a = Recovered 5/8' Iron Rod PLS4200 Katrina Southward x = Recovered z Cut In concrete o - Recovered !e Iron Pipe noel as - Recovered 1/2' Iron Rod noel Q - Light Pale as shown —a— =B'Modd Fence x—-4'Chaln link fence — •4' Post 6 Wire A -Central Angle L-Arc R-Radius R/M-Right of Way I Add =Concrete Slab A/C-Alr Conditioner (R))•Radial (NO-Nan-Radiai Bearings are based on the fevatlons M -Plat (M-Measured (C}=Calculated (01-Deed canterlins of Marshall Avenue PAB-Point of Beginning PAC -Faint of Coemancement as be)ng N00100'0Q`N, assuaad rand without the alynatere and the original SCALE: i 30' PAL -Point An Line - aad seal of a Floridaad licensed survey nm REVIEWED BY: RWS Y s cartitied to and prepared for the Legal Descrl t,on furnished by par. Add;t!one and ratioero survey Baps, This serve ! � P p e tchee or reports hart tM elgnlnp sole and excivaiva benettt of the entities and/ client (unless otherwise noted) ty or partlea ea ear d thont wr}ttan DRAWN 8Y: SAW or individuals listed and shall not be vill on Sant of the @e par arttas, by any other all or individual whoe%oOyn,-, This is to certify that 1 DATE: March 25, 20D5 Underground foundations and/or improvements were ilnsuranceeRetinQeMap fFIRN), F 8 No,:23544 not located as a part of this survey. Panel Number 120294 DA45 E, eo Dated 4117195 and determined the Fir. o as greying Lands shown,bereon were not abstracted for rights that the lands shown hereon .fry. +toe date: 8/18/05 at ways and/or easements of public records. Ilee in Fi.00d Zone 'Xe. 436 diouglaea Avenue. Suite 1506 F STATE OF FLORIDA CENTRAX #: 59-S2-09179 � DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM FEE PAID $ CONSTRUCTION PERMIT RECEIPT OSTDSNBR 05-9176- -N CONSTRUCTION PERMIT FOR: [ X ]New System [ ]Existing System [ ]Holding Tank [ ] Innovative Other [ ]Repair [ ]Abandonment [ ]Temporary [ Un ] APPLICANT: Southward, Katrina AGENT: 96-000000, Property Owner PROPERTY STREET ADDRESS: 00 Marshall Ave Sanford FL 32771 LOT: 11 BLOCK: 4 SUBDIVISION: Dreamwold [Section/Township/Range/Parcel No.] PROPERTY ID #: 36-19-30-524-0400-01 [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E-6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ]Gallons SEPTIC TANK A [ 0 ]Gallons N [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY K [ 225 ]GALLONS DOSING TANK CAPACITY [ 50 MULTI-CHAMBERED/IN SERIES: [Y j MULTI-CHAMBERED/IN SERIES: [Y ) ]GALLONS @ [6 ]DOSES PER 24 HRS # PUMPS[ 1 ] D [ 375 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ 0 ]SQUARE FEET SYSTEM A TYPE SYSTEM: [ N ]STANDARD [ N ]FILLED [ Y ]MOUND [ N ] I CONFIGURATION: [ Y ITRENCH [ N ]BED [ N ] N F LOCATION TO BENCHMARK: Oranqe Nail W/Ribbon Power Pole L/R I ELEVATION OF PROPOSED SYSTEM SITE [ 9.5 ] [ INCHES ] [ BELOW] BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 10.5 ] [ INCHES ] [ ABOVE ENCHMARK/REFERENCE POINT L D FILL REQUIRED:[ 38.0 ]INCHES EXCAVATION REQUIRED: [ 30.0 ] INCHES OTHER REMARKS: The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with s. 64E-6.013 (3) (f) , FAC. (1) Sleeve potable water lines within 10 feet of drainfield. Leave uncovered for inspection. (6) Audio and visual alarms must be installed and working for final inspection. (8) Mound system: grade properly and stabilize with sod (2:1) or hay and seed (5:1). (10) Maintain 50 feet from surface water. (11) Building construction and lot grading must be in compliance. (12) A reinspection fee will be charged for additional inspections. (15) The 0 horizon must be removed from beneath the drainfield, shoulder and slope area. (16) An outlet device must be installed in tank. (18) No portion of drainfield may be located in any easement. (24) Excavation must be in compliance with Chapter 64E-6, F.A.C. Table III, and footnotes to Table III. SPECIFICATIONS BY: Cochrane, John f ITLE: APPROVED BY: Henkins, Jerry IT TITLE: EH Specialist II Seminole CHD DATE ISSUED: 6/27/06 EXPIRATION DATE: 12/27/07 c; THIS INSYWi11sEW PREPARED BY: _ NAME: lYIr'COAC—L ADDRESS: log cl? Y5 f)f V »w `54/9-pb CID , Fe- 32-773 NOTICE OF COMMENCEMENT State of Florida County of 5;FM lVC10- Permit No. Tax Folio No. (P1D) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 7113, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address) t.EU 1'0 i l ;0� 5cz i �c�r� SEAM tzk)t > A6 �ccvC?DcD is F&/'�T F w1'c. -FA6i✓ 7Z �� r'ugLiC rCa>2DS 4-r`iL11N01c C Vic% _ Gvjei —&;T w15C P40LVIV A5 vl �' i � 5 p FL - 5 /fit!tl �. - GENE RAL GENERAL DESCRIPTION OF IMPROVEMENT MARYANNE N10k, OWNER INFORMATION CLERK OF ORCUIT COU Name and address ),igTf I ill" :5oLjT(�ul r4 � b SEMINOLt C UN,TfROI Interest in propeWjoee Si mplelartttership, etc.) 3 NAMM AND ADDRESS OF FEE SMEPLE TTTLE HOLDER. (IF OTHER THAN OWNF,R) CONTRACTOR Name and address 32 -7 7 j SURETY (Bonding Company) Dane and address MARYANNE MORO'E, CLERK OF C19GUIT COURT Amount of Bond 8K 06;35 i iaq 1069 g (I fiq ) CLERK'S # 2006125669 LENDER RECORDED 08/04/2006 10:51:04 AN Name and address RECORDING FEES 10.00 " P kl E " REC IRDFD BY L MoKiriley *a►**#####*�**#*#*#####*#*��**####o�*#*##*###�a#+�#a****#*#**a�+�+�*a�#**�#*aye#*#+�v Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as 713.13(1)(a)7., Florida Statutes: Name and address by Section Persons within the State of Florida Designated by Owner upon whom notice or other docmnents may be served as provided by Section 713.13(l Xa)7 JIorida Statutes: Naane and address: fn addition to himself, Owner Designates To receive a copy of the I Provided in Section 713.13(1)(b), Florida Ste. Expiration Date of Notice of Co cement :The expiration date is I year from date of recording unipss a different is Signitdre of Owner ;worm to and subscribed before me ibis q 1 Day of L-- e i ) ) My Coanmission Expires: s Notice as of DEBBIE BLANTON votltry Public �, � MY C IRES- February # o5, _I 1 � EX� PIKES: February 25, 200 The foregoing insttuanent was acknowledged before me this' T FL Notn y ' C c-; SO,,-f h �xt�,�9 (Manse of person acknowledged), who is personally known to me or who has produced P-b i- - __(Type of identification), as identification and who did/did not take and oath. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 18A t 6, 4_ r 7AYfD JOHHSON.CrA,A5A 1� PROPERTY >N APPRAISER SE7#MOLE COUNTY FL. 1101 E. MRST ST 5ANFORD, FL3Z77T-7458 < < 12.0 8 9 12 t3 r 407-665-7506 U f 13.0 5 f a d 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 36-19-30-524-0400-0110 Number of Buildings: 0 Owner: SOUTHWARD KATRINA Depreciated Bldg Value: $0 Mailing Address: 7311 LAKE DR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $19,950 Property Address: MARSHALL Land Value Ag: $0 Subdivision Name: DREAMWOLD 3RD SEC .lust/Market Vali.,:. $19,950 Tax District: S1-SANFORD Assessed Value (SOH): $19,950 Exemptions: Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $19,950 SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vacllmp Qualified 2005 Tax Bill Amount* $284 WARRANTY DEED 08/2005 Oba63 0640 $28.000 Vacant Yes 2005 Taxable Value: $14,250 WARRANTY DEED 02/1994 02729 0385 $3,500 Vacant Yes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value FRONT FOOT & LEG LOT 11 BLK 4 3RD SEC DREAMWOLD 60 130 .000 350.00 DEPTH $19,950 PB 4 PG 70 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. '"' If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.sepafl.org/pls/web/re-web.seminole-,county title?PARCEL=36193052404000110&cown... 8/3/06 ------------------R--------------------------------------- l 3" bath duct to roof cap w/fan Nutone 696RNB i i 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL E lr---- z— ---- -- l ,TM { 'r-r�� I��:�� L---------J N I scale 11/8'=1'0' 3" bath duct to roof cap w/fan Nutone 696RNO, ' LN4WG AF49A Wei eq rt r Rating r-�.ocm PLAN SCALE: i D rnrla, All duct has an r=6 insulation Value. S' W M <1 3 3 � I, E:) z O .. >- lr N > m z o z Q o lii D m a O J U) Q 0 SHEATHING`', BY OTHERS STUCCO _ OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SHIu A_,RE'U'D F� 14 . � I Y ��1�) Jl Yam'-_. I► Wll:' LZ1 4- ._ .,� .. -� 1`f Jll �aa '� �u fYi`-L�+► lL�i-J`�. yLl.%''. f v.�.f�,J rJY.l •� SLIDING &-?ASS DOCP F=.- �T 1 V 1 I � n � it D APR,` Y C <INCN-D„R SILL INST ^LL-TIvi,I FNC'HOR .:8 SCf='EW TWG BY ',rpnL: BY OTHERS 1/4" MAX. SHIM SPACE GLASS (TYP.) DOOR. HEIGHT EMB=DMEN7 � D _ i S:'_L - BED t— ALi� - A SECT ION �1 r U �— DOOR �.�iDTH SLIDING GLASS DCOP, FRAME JAMB TEMPERED GLASS (TYP.) PERIMETER CAULK 3Y OTHERS SECTION1 B-B PANEL DCGR SHOW N /4' MAX. SHIM SPACE I-1/2 MIN. EMBEDMENT / TWO BY l.✓CCD BY OTHERS SLIDING GLASS HOOK STRIP SHIM AS REO'D. (SEE NOTES) INSTALLATION ANCHOR 98 SCREW STUCCO OR SIDING BY OTHERS CAULK BETWEEN DOOR. FLANGE a SHEATHING SHEATHING BY OTHERS TEMPERED C (TYP.) SLIDING GLf.__ INTERLOCK INSTALLATION ANCHCR WOOD _RS AULK BET rEE,y DOK STRIP & -.EATHING 1-I/2' MIN. EMBEDMENT H[10K STRIP DETAIL I . NOT-, S: I) DOOR MATERIAL. ALUMINUM. ALLEY 6063. 2) 48 INSTALLATION SCREWS MUST 3E OF SUFFICIENT LENGTH T ACHIEVE M1N. EMBEDMENT OF 1-1/9- INT❑ WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH To ACHIEVE MIN. EMBEDMENT OF 1-1/4' IN, MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. 4) USE SILICONIZED ACRYLIC CAULK BE=IND DOOR FLANGE AT HEAD L JA:M9S. 5) USE SILCONIZED ACRYLIC CAULK F_R PERIMETER SEAL AROLND ExTERIOR OF DOOR. 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NExT LARGER SIZE. FOR THE APPRCPRIAT_ .ESIGN PRESSURE RED'D 7) FOR POCKET DOOR SIZE$ USE CLOSES" BYPASS DOOR SiZE L CpNFIGUR.ATION TO FINISHED CPE,1NG. PLACE INSTALLATION ANCHORS. iN FR=Ni OF HCpK STRIP AS SHOWN. 8) GLASS THICKNESS MAY VARY PE. Rrv'IREMENTS OF AST M E:-OC GLASS CHARTS 9) DOOR UNIT 11 APPROVED USING ?Er,?E:Eu GLASS IN SINGLE '-LAZED OR INSULATING GLASS. 10) JAMB / SILL LOP.NERS ARE TO 3E $E=__� WITH A SMALL JCiNT SEAM SEALER - 11) SHIM AS REG'D. AT EA. SET OF iNSTzION ANCHORS. MAX. ALL]VABLE S::IM STACK TO BE 1/4'. 12) ALL INSTALLATION ANCHORS MUST 3-' DE OF C]RROS. N P= ANT MATEPiALS 13) :HERE .x. REPRESENT MOVING PANE_VAND •O. REPRESENT' .x-=J aNEL PPRC _D CONFIGURATIONS ARE AS LISTS ]N =CR C.-.ART ON BACK -- ,.;IS S'�EET 14) NOT ALL CONFIGURATIONS LISTED ABZ`''E ARE SHOVN ON T=IS'DRAVING. H&- EVE'R INSTALLATION SEGTICNS 'a -A' '3-3' L HC•OK STRi .E?AIL APPLY TC IN$T=L'_A?ION OF AU APPROVED CONFiGUR.A"IGNS. 15) FLORIDA ExTRJOERS 1000 SERIES SLi.iNG GLASS DOOR 1S Sr-C':N. THIS PRINT AL Sp APPLIES TO 2000 SERIES AND 500 $ERIE S. RED'; DESCRIPTION � DATE � INI FLOPIDA ,D UDEER .� _X I ..� 1- TN I`C SAiNF� R -�. TITLE: c'_.DTN G-.SS Dn0 INS T ATi7: `w 1Tr cr SCREWS DP.A.wN E' : 33 I APPROVED BY: ATE: 12� 10i SCALE: N IDWG - �E xooc7 S T I F = ''0 SCREW INSTALLATION ANCHFR CHAR NOMiN" ��! 1 QUANTITIES IN HEAD & SILL QUANTI := S IN EA. - JAMB QUANTITIES IN EA. HOOK, STRi? ST Z E ` �J! _ DG- SiL_ 46 PSF TC] 61 PSF TO .- UP Tit i _ .46 F - , i 0 61. PSF TO UP TO 46 PSF TO 60 PSF 61 PSF TO 70 PSF ^ ,- ,` CONS ii�UY, c :'�i1 45 PSF 60 PSF 70 PSF 45 PSF I 60 PSF-, 70 PSF 45 PSF 6 8 �, g 8 4 4 4 4 4 4, 4008 XX, X, X❑ 48 X. 80 " 5083 xX, :X' X0 60 X 20 6 6 6 8 � 8. 4 4 .4 -, -X X0 oG68 Xx. 72 x 80 8 8 2 10 8 8" " �.. 8 4 4 4 8068 XX, �X, XI] 96, x ,80 ; 10 I 10 12 $ 8 8 4 ' 4 4 IOOoB XX, "'X. X0 120 X 80~ 12 12 10 IO 10 5 5 5 5080 XX. ..`�X, x❑ 60' X 95 6 8 8 10 t0 10 5 5 5 6080, xx,' '?X, X❑ 72 X 96 8 10 10 10 �0 1p 5 5 5 8060 X,X`, rX, X0 96 X 96 10 12 10 10 10 5 5 5 10080 Xx OX x0 120 X 96 ' i I2 6 1? 12 12 6 6 6> 50100 XX, OX", x0 60 X 120 6 6 8 12 12 12 6 6 7 60.100 XX, 0X, XO 72 X I20 8. 8 10 12; 12 12 6 7 8 80100 xx. 0X. X0 96 X 120 10 12 12 8 8 8 4 4 4 906c' 0rX0; 1.09 1/8 X 804 _ 12 8 8 8 4 4 - 4 1206a O1Xi5 145 1/8 X 80_ _._.. _.14_ 14 14 _ 2 8 8 4 4 4 15008 `x0 181 1/6 X 80 16 16 _ 16 10 I0 10 5 5 5 ..XC. 9080 ' 109:- 1/8 X 96 12 12 :. 12 i0' 10 10 5 5 5 12080 OXO 14-5` 1/8 X 96 14 14 14 10 10 10 5 .5 5 15080 OxO i 81 1 /8 X. 96 t 6 16 ; 16 12 12 12 5 7 8' 90100 Gx0 - 109 1/8 x 120 12 12 12 12 12 12 5 7 120100 OX0 145 1/8 X 120 14 14 14 8 8 8 4 4 4 9068 xxx 106 5/3 X 80 12 12 12 8 8 8 4 4 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 4 4 4 15063 XXX 178 5/8 x 80 16 16 16 10 10 10 5 5 9080 xxx 106 5/8 X 96 12 12 12 i0 10 10 5 5 5 12080 XXX 142 5/2 X 96 14 14 14 t0 1 1� 10 5 5- 5 15020 XXX 178 5/6.' x % 16 16 1'0 1� i2 I 6 7 8 �O;:JG XXX i06 5/8 X 120.. I 12 12 12 I I 2 - !2 12 ! 6 7 8 Pni t� ;<xX !-.,-0� '_4'. 5/'c X 120 4. 4 t4 8 8 8 4 4 4 I0068 EiXx❑ i19° 5/3 x 80 12 12.- 12 . ^ 0 4. ,� 4 12068 rXXO 14,3 5/8- X So, 14 14 14 T 1 V 4 4 4 16068 EXX❑ !91 5/L X 80 18 18 �8. �' ! i 5 � `5 100_0 x:x0 !iy �/ x 96. 12 12 12. 1� i 1.0 5 - � I2080, XX 0 143 ,/8" X 90,' 14 18 I3 1' i 1 0 ip � 5 J E0 X r 0 16C�_'E...� 19! 5/ 8 X 96 I8 lr l� 6 7 c __ I00 ^� x;t0 L 119 5/ x 120 _ 1,2 12 12 J - it 1� _ 7 3 -,:,, iri.nG xci _ , -3 5/2 X I20" 14 4 I^ i4 =- - i - ;`. 6 7 g .: i6- lid XxEl _ i^'1 .5/_ X 120 I8 12 191�D — 3 jI . 1QC_'� Xx;tiX , It 1/- X o Ir 1 1� i4 �: , 2 j �JJ V V T 4 4 120=a tX;tX 141 !%= X 80 14 A i- 8 ; 8J 4 4 ''_� XXtX I1/4 i I /_ X 80 - 16 j0 i6 n v I 1 i0 SU xxx / i / x 56 1_ � 12 1 } 1PrgG XX'tX 1^. i/_ X c:6 f 14 14 n_U ;(vv 1 _ ^A i129 1 - X 96 !6 1� 1(j _ _ i 7 8 0c'0 /X.xx 117 1/- X 120 I 12 12 ^ Ic '- I� _ 7 o !c0.00 x:;XX 141 1/- X 120 I4 1 I " I 7 ( P NCHOR NOTE'. r'. ^ J n N W/T,!0 ni NIT I i I-LO R I DA 1 XTRU�r�-'� j r _N- . IN. C�iA�rrpi �_I .TITS=: Ctj - '0I AC`' 1 DNS- i �,. .\, `.\/TL. se��_ N.T.;. (�e. ,vo- w ONE BY W0C BUCK BY OTHE=S CAULK BETWE.EN WINDOW FLATG= L WOOD BUCK STUCCO BY OTHERS PERIMET=R CAULK BY OTHERS <vINDO`. HEIGHT) RIGID VINY_ GLAZING 3E. (TYP., CAULK nE 'yE_N VINDCW FLANGE L PRECAST SILL W/ VULKE`x 116 ADHESIVE CAULK. CR A RV•D. _OL. PERIMETER CAUL< BY OTHES 9 CONCRETE OR MASONRY OPENING BY 07"ERS CAULK BETWEEN WOOD BUCK L MAS'Y. OPENING BY OTHERS I-1/4' MIN. c EMBEDMENT � INSTALLATION ANCHOR. 3/16' DIA. TAPCON SHIM AS REO•D. 1/4- MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS �- (TYP.) (SEE MOTES) B.H. (BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL PRECAST SILL BY OTHER_ Vl SEC T ION A -A NOTES- 1) SHIM AS A_ CAC- INSTALLATICV ANCHOR. MAX. ALLOWABLE SHIM STACK 7C =E 1 /=�. D 2) WINDOW FRAAAz- YATERtAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANC.-iOR M'_S7 BE OF _EFFICIENT LTH. TO ACHIEVE MIN. EMSE�v---.147 OF 1-1/s' INTO M%•_ONRY OR CONCRETE. 4) USE SiLICON:?_�-' .ACRYL Q CAULK B&H ,%O WINDOW- FLANGE AT HEAD & JAMES. _ _ VUST =_ A -ACHED TC THE SUBSTRATE WITH --.'ULK VIJLKEM I1? AZ,7ESIVE OR AF=ROVED EQUAL. 5) USE SiL1C0N;=== .ACRYLIC CAULK FOR =ERIMETER SEAL AROUND W,H EXTEF:CR C= ;r'ti00W : _ANGE F 6) IF EXAC' SIZE : NOT USTEC IN ANCHOR CHART, USE ANCHr;F CLA.4" UST--3 WITH NEXT -ARGER SIZE. FOF. THE APPR0==:A7_ --_EIGN FF_SSURE REC'Z. 7) GLASS --ICE`:E== MAY tAPY FER THE ' EOUIREMENTS OF ASTM E130G GLASS C-ARTS. 8) LETTER =S C%A- 3NS '-_ 7APCON LOCATION CHART INDICATE I- I arHE --=�-N-NCHOF_ ARE TO BE INSTALLED WHEN USING T-E .-XTFRIC= _ = Yl ON AS A K=Y, 9) ALL FAC-:!DR` ==_!EO -CL=_ NOT DE_GNATED FOR TAPCON ANCHOR 3E WITH #E .CREWS OF SUFFICIENT LTH. TO PP.0vn,-\_ *s>:. -5/8 iN. _HBEOMEN- INTO WOOD BUCK. 10) FLORIDA Ex-= `5 i:_O :_RIES SINGLE HUNG IS SHOWN. THIS B.V. _ (BUCK WIDTH) INSTALLATION ANCHOR ONE BY WOOD 3/16' DIA. TAPCON BUCK BY OTHERS SHIM AS REO'D. RIGID VINYL L/4' M?X. GLAZING BEAD (SEE NOTES) (TYP.) _ GLASS (TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE L WOOD BUCK W.W. (WINDOW WIDTH) SECTION B-B PRINT A_=C =--_: _� 1:_ I -_ FLORID: ;xTRUOERS 1500 AND 2000 El EVA I -ION r1HEP: ',YI\= :+ _ INS _LEAD IN MP.�,NR� OPENING WITH A TRUCT AL NC el WC-:0 BUCK, USE #10 SCREWS OF _ R S,JFFIC!_NT _cNG_� C:L TO A;EVE 1-3/5" MIN. EMBEDMENT ATFROMn R ELL ;"I."AL__- C FAST_%iE= LOCAT10r's ,. V I ��A V `� r E— C X I_:E tiZ I u ST BY PERIMETER 1 CAULK BY OTHERS CAULK BETWEEN WOOD BUCK L MAS'Y.. OPENING BY OTHE.ZS CONCRETE OR MASONRY' OPENING BY OTHERS 1-1/4' IMIN EMBEDMENT D :0 'HERS CALL V� SIZE_ 13 14 145 15 16 17 1H2 1H3 1H4 1H45 1H5 iH6 1H7 30 1/2 x 26 30 1/2 x 38 3/8 30 1/2 = 50 5/8 30 1/2 x 56 1/4 30 1/2 x 63 30 1/2 = 72 V1 1 /7 . R4 M 0 TAPCON LOCATION CHART j BUCK ILOCATIONS IN HEAD LOCATIONS IN JAMS r S I z C- 30PSF TO 40PSF 41 PSF TO 7 OPSF 30PSF TO 4OPSF 41 PSF TO 70P5F 18 1/8 x 25 8 B F.r, F,G 18 1/3 x 37 3/8 5 9 F.G F,G 1.8 1/8 x 49 5/8 8 8 F.G F,G 18 1/8 x 55 1/4 8 8 F.G F.G 18 1/8 x 62 8 E F,C, F,G IS 1/8 x 71 8 8 F.G F.G.H.1 13 1/8 x 33 F.G F.G.J.K 25 1/2 x 25 8 8 F,G F,G 25 1/2 x 37 3/8 8 8 F.G F,G 25 1/2 X 49 5/e 8 6 F.G F.C,HJ 25 1/2 x 55 1/4 8 8 F,G F,G.HJ 25 1/2 x 62 8 8 F,G F,G.H.I 25 1/2 x 71 8 8 F.G F.G,HJ 25 1/2 x 83 8 8 F.G.J.K F.G.J.K 29 1/2 x 25 8 o G 29 1/2 X 37 3/8 8 8 F,G F.G 29 1/2 x 49 5/8 8 8 F,G F.G.HJ 29 1/2 x 55 1/4 8 8 F,G F,G,HJ 29 1/2 X 52 B b' F.G F,G.H.I 29 1/2 x 71 8 E F.G.H.1 29 1/2 x 83 8 8 F.G.J.K F.G.J.K 22 36 X 25 6otAl r,t, 23 36 x 37 3/8 8 B F,G F,G 24 36 x 49 5/8 B 8 F.G F,G,H.I 245 36 x 55 1/4 B 8 F,G F.G,H,1 25 36 x 62 e 8 F,C,H,I F,G,HJ 26 36 X 71 8 8 F,G.H,1 D.E,F,G.H,I Z7 36 X 83 8 8 F.G,J,K F•G.H,I•J.K 42 x 26 42 x 38 3/8 42 x 50 5/8 42 , 56 1/4 42 x 63 42 x 72 42 x 84 41 X Ztp 41 x 37 3/8 41 x 49 5/8 41 X 55 1/4 41 x 62 41 x 71 41 x 83 e1 8 8 8 8 8 8 e B 8 B 8 8 B F,G F,G F,G,H,I F,G,H,1 F,G.H.I F.G.J.K F,G,H,1 F•G.H,I F,G.H.I D,E,F,G,H.I 0,E,F,G.H,1 F,G,H,1,J,K 48 x 26 47 x 25 8 A.0 F,G 1 48 38 1/8 47 x 37 3/8 8 A,C F,G F,G,H,I 4.8, w a/5 47 x 49 5/8 8 A.0 F,G F.G.H,1 48 . 56 1/4 47 X 55 1/4 8 A.0 F,G,H.I F.G.H.I 48 x 53 47 x 62 8 A.0 F,G H,1 D,E.F•G,H.1 43 x 72 47 x 71 8 A.0 F,G.-.I D.E,F.G.H.1 48 x 84 47 x 83 R Sr FC < DEFG.HIJK 32 52 1/3 x 25 8 A.0 F,G F,G 33 52 1/8 x 37 3/8 8 A.0 F.G F.G.H,1 34 52 1/8 x 49 5/8 B A.0 F.G.r-:j F,G.H.I 345 52 1/8 x 55 1/4 e A,r F,G.:-,: D.E.F.G..I 35 52 I/e x 62 B A.0 F.G.H.: D.E.F.G.H.I 36 52 1/8 x 71 8 A. C F.G.-.I D.E.F•G.H.1 . 37 52 1/8 x 83 9 A..: F.G. D. .F.G., x. 'K • 37 S;Z= NO' AVAILABLE IN ]COO OR 15CC S_RiES rs W _.�I NNC IFLORIDA El TR TEPS I NTH o 10 o f TITLE: INSTPi_ IN n Imo ' .- , SG! ,- HUNG L-N-:- '�I INDG`NS SERIES IOI�'= 1500 u 2-00 DRAWN BY: 331B I APPROVED BY. DATE: 10 / O 9 / G i 'SCALE: N I S DWG.: F L = X OO 1 114"EPa =C• = .°RCCUC7 3c APPUC ,.Cra Gv. _?:NG. ;NC.. 2:0 111_ZNA:1CruL PK-.. 5Ut?= ;-,...r?Gn, F_ ':_A -- P:-rGNF 407 FAX 4.0? FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: j,J�+ ►,^ H w T�� SCSI DcI11Lc _. ------ _--- - Budder: Address: �{rZr,F%GL�G, Permitting Office: City, State: 5, sl,vrj!, Ccr 3 7 7 Permit Number: Owner: Jurisdiction Number: j Climate Zone: Central 1. New construction or existing 2. Single family or multi -family 3. Number of units, ifmulti-family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type Sing Sin a. Clear glass, default U-factor 127. b. Default tint 0 c. Labeled U or SHGC 0 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior b. N/A Pane 0 ft2 0 ft2 0 112 New — 12. Cooling systems Single family — a. Central Unit 3 _ b. N/A No _ 1481 ft2 I c. N/A Double Pane 0.0 ft2 — I 13. Heating systems Cap: 29.0 kBtu/hr _ SEER: 10.00 0.0 112 — j a. Electric Heat Pump C 0 kBtu/hr _ 0.0 ft2 PF 7 20 R=0.0, 162.0(p) ft _ R=4.1, 1065.6 ft2 _ R=11.0, 282.0 ft2 R=30.0, 1481.0 ft2 _ Sup. R=6.0, 1.0 ft — b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A Cap: 50.0 gallons _ EF: 0.86 c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits Y D(CF-Ceiling fan, veniori�3D� HF-Whole house f n, PT-Programmable�i, �riostat, MZ-C-Multizone caoling, io MZ-H-Multizone heating) Glass/Floor Area: 0.09 Total as -built points: 21545 PASS Total base points: 22697 hereby certify that the plans and specifications covered by this calculation are in compliance ith the Florida Energy Code. PREPARED BY: DATE: C-1— cC� hereby certify that this in des e . is compliance with the Flo , OWNER/AG NT• DATE: & 76f,, Review of the plans and s�gT�o specifications covered by this calculation indicates compliance �o with the Florida Energy Code. - "-• == °°:: -"„ 4 Before construction is completed a this building will be inspected for compliance with Section 553.908 Florida Statutes. 000 WE rq�� BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: M4;3 //4/w 4V5 �J�C {1�L}�I> rt- PERMIT #: BASE AS -BUILT GLASS TYPES I .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1481.0 25.78 6872.4 Single, Clear E 1.3 7.5 23.0 63.97 0.97 1425.5 Single, Clear W 1.3 7.5 16.0 57.68 0.97 893.8 Single, Clear W 1.2 7.5 23.0 57.68 0.97 1291.5 Single, Clear W 1.3 9.2 33.0 57.68 0.98 1872.0 Single, Clear W 1.3 7.5 16.0 57.68 0.97 893.8 Single, Clear S 1.3 7.5 16.0 48.22 0.94 728.4 As -Built Total: 127.0 7105.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 282.0 0.70 197.4 Concrete, Int Insul, Exterior 4.1 1065.6 1.18 1257.4 Exterior 1065.6 1.90 2024.6 Frame, Wood, Adjacent 11.0 282.0 0.70 197.4 Base Total: 1347.6 2222.0 As -Built Total: 1347.6 1454.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 17.0 1.60 27.2 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 Adjacent Wood 17.0 2.40 40.8 Base Total: 37.0 123.2 As -Built Total: 37.0 136.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1481.0 2.13 3154.5 Under Attic 30.0 1481.0 2.13 X 1.00 3154.5 Base Total: 1481.0 3154.5 As -Built Total: 1481.0 3154.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 162.0(p) -31.8 -5151.6 Slab -On -Grade Edge Insulation 0.0 162.0(p -31.90 -5167.8 Raised 0.0 0.00 0.0 Base Total: -5151.6 As -Built Total: 162.0 -5167.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 1481.0 14.31 21193.1 1481.0 14.31 21193.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , � t —L PERMIT #. BASE AS -BUILT Summer Base Points_ _28413.7 Summer As -Built Points: 27876.5 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 28413.7 0.4266 12121.3 27876.5 1.00 (1081.069 x o.85>0 341 11000 10159.8 EnergyGaugeTm DCA Form 600A-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , fie_ 4t( 4Il s44V 3 )(;L PERMIT #: I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 1481.0 5.86 1562.2 Single, Clear E 1.3 7.5 23.0 12.37 1.01 287.1 Single, Clear W 1.3 7.5 16.0 13.25 1.00 212.5 Single, Clear W 1.2 7.5 23.0 13.25 1.00 305.3 Single, Clear W 1.3 9.2 33.0 13.25 1.00 437.4 Single, Clear W 1.3 7.5 16.0 13.25 1.00 212.5 Single, Clear S 1.3 7.5 16.0 9.90 1.01 159.7 As -Built Total: 127.0 1614.4 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 282.0 1.80 507.6 Concrete, Int Insul, Exterior 4.1 1065.6 3.31 3521.8 Exterior 1065.6 2.00 2131.2 Frame, Wood, Adjacent 11.0 282.0 1.80 507.6 Base Total: 1347.6 2638.8 As -Built Total: 1347.6 4029.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 17.0 4.00 68.0 Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 Adjacent Wood 17.0 5.90 100.3 Base Total: 37.0 170.0 As -Built Total: 37.0 202.3 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1481.0 0.64 947.8 Under Attic 30.0 1481.0 0.64 X 1.00 947.8 Base Total: 1481.0 947.8 As -Built Total: 1481.0 947.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 162.0(p) -1.9 -307.8 Slab -On -Grade Edge Insulation 0.0 162.0(p 2.50 405.0 Raised 0.0 0.00 0.0 Base Total: -307.8 As -Built Total: 162.0 405.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1481.0 -0.28 -414.7 1481.0 -0.28 -414.7 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:,,, M4e5144R_ Av&F rF'i� Fi _ PERMIT #: BASE AS -BUILT Winter Base Points_ _ 4596.3 Winter As -Built Total X Points: Cap X Duct X System X Credit 6784.3 = Heating Total Winter X System = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points - _ -- _. (DM x DSM x AHU) 4596.3 0.6274 2883.7 6784.3 0.474 1 00 (1 07 1 093 x 87)0.474 1.000 3514.8 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES2001 FLRCSB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , t w-51fA-I-j— -� i � � I _ PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 12121 2884 7692 22697 1 10160 3515 7871 21545 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 I ADDRESS: , , , U� �. c7i PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHFCKI IST COMPONENTS _ SECTION _ ------------ j REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows &Doors -- -- 606.1.ABC.1.1 _ ------ I Maximum:.3 cfm/s .ft. window area; .5 cfrrl/sg.ft. door area. - Exterior & Adjacent Walls 1606.1.ABC.1.2.1 j Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. 'EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends — -- from, and is sealed to, the foundation to the plate' _ top - - — - -- ---- -_._.. - 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 j Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed- at_the perimeter, a p netrations 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 — _ conditionedspage tested. Multi -story Houses 606.1.ABC.1.2.5 _ Air barrier on perimeter of floor cavity between floors Additional Infiltration reqts 606.1.ABC.1.3 — Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, --- have combustion air. ( RA-99 r1TWF=P 00=Q!"0r0TI11C RAC w 0-1 rore.. COMPONENTS _ Water Heaters SEI CTION ...�� v. c...,ccucu uy an �C�Iu�11Ge5.J REQUIREMENTS ___ _ _ i CHECK - _ 6121 ,, . Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit —breakerelectric or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools I must have a pump timer. Gas spa & pool heaters must have a minimum thermal -- -- Shower heads 612.1 efficiency of ------ — I Water flow be -- -- must must restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems y 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. i Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 _ Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 ,L y U'NERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD �' # u� dfa�llaA'l v v4�rh a m6'a. #r lur8t PERFORMANCEESTIMATED ENERGY SCORE*8.. home.The higher the score, the more efficient the ^n✓.: uR�"s'� ns..�C'�«*�c' x.,a-�"-:.:r.��."' ��n.`�GFos��.w �.'�ti.i^�`>�'#�`'�!:�`$�`4.w',�'. F r�r„ .. �_ .h6'+. +�,,,��}s w49Yw`Ji"�iTM��t-5n 'Y �i;rw , 4Y 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ftz) 7. Glass area & type Single Pane a. Clear - single pane 127.0 ffz b. Clear - double pane 0.0 fl2 c. Tint/other SHGC - single pane 0.0 ft, d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int lnsul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior b. N/A New _ 12. Cooling systems Single family _ I a. Central Unit _ 3 _ b. N/A No _ 1481 ftz c. N/A Double Pane _ 0.0 ftz _ 13. Heating systems 0.0 ftz _ a. Electric Heat Pump 0.0 ftz b. N/A R=0.0, 162.0(p) ft _ c. N/A 14. Hot water systems _ a. Electric Resistance R=4.1, 1065.6 ftz _ R=11.0, 282.0 ft2 b. N/A _ c. Conservation credits (HR-Heat recovery, Solar _ DHP-Dedicated heat pump) R=30.0, 1481.0 ftz _ 15. HVAC credits _ (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, _ PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before fi sp ction. Ot rwi new EPL Display Card will be completed based on installed C i t f es Builder Signature: J i '4 r-7 ate: Address of New Home: -M Ae5j#4tt( *j,' , City/FL Zip: � '�l�'� � 32-771 Cap: 29.0 kBtu/hr _ SEER: 10.00 Cap: 29.0 kBtu/hr _ HSPF: 7.20 Cap: 50.0 gallons _ EF: 0.86 *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPADOE EnergyStarTmdesignation), your home may quay for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affaihrff83 T8QVersion: FLRCSB v3.30) y PROJECT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: SOUTHWARD RES. 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 9/27/05 For: we�5t- otcter Notes: 5oGrp74 A-5-5i PC`Z/CL% 32-7 71 Weather: Orlando —AP, FL, US Winter Design Conditions Outside db Inside db Design TD Heating Summary Summer Design Conditions 38 °F Outside db 70 °F Inside db 32 °F Design TD Daily range Relative humidity Moisture difference Building heat loss 27547 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 27547 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 ft2 Area Heating Cooling Volume (ft') 13894 13894 Air changes/hour 1.00 0.50 Equiv. AVF (cfm) 232 116 Heating Equipment Summary Make CARRIER Trade Model Efficiency Heating Input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 7.2 HSPF 0 Btuh @ 47°F 0 °F 1000 cfm 0.036 cfm/Btuh 0.40 in H2O 93 °F 75 °F 18 °F M 50 % 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 21422 Btuh Ventilation 990 Btuh Design temperature swing 3.0 °F Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 21963 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3414 Btuh Total latent equip. load 6039 Btuh Total equipment load 28002 Btuh Req. total capacity at 0.80 SHR 2.3 ton Cooling Equipment Summary Make CARRIER Trade Cond Coil Efficiency 10 EER Sensible cooling 23200 Btuh Latent cooling 5800 Btuh Total cooling 29000 Btuh Actual air flow 1000 cfm Air flow factor 0.047 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 79 % Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed ,,jSji, wneghtsoft Right -Suite Residen6al5.5.17 RSR26013 2005-Sep-27 14:58:37 ACAZ;K E:\Files\S&SPROPERTYENTERPRISE\SOUTHWARDRES\SOUTHWARDRES.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A B C D ,1:>I Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: SOUTHWARD RES. 9/27/05 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 1.00 ach x 13894 ft3 x 0.0167 = 232 cfm 2. Winter infiltration load 1.1 x 232 cfm x 32 °F Winter TD = 8151 Btuh 3. Winter infiltration HTM 8151 Btuh / 164 ft2 Total window = 49.7 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.50 ach x 13894 ft3 x 0.0167 = 116 cfm 2. Summer infiltration load - 1.1 x 116 cfm x 18 T Summer TD - 2293 Btuh 3. Summer infiltration HTM 2293 Btuh / 164 ft2 Total window = 14.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 116 cfm = 3414 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load - 1.1 x 50 cfm vent. x 18 °F Summer TD - 990 Btuh Sensible load for structure (Line 19) + 21422 Btuh Sum of ventilation and structure loads 22412 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 21963 Btuh 2. Latent sizing load I Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3414 Btuh Equipment sizing load - latent = 6039 Btuh ,onstructlon duality is: a No. of Fireplaces is: 0 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed �"+� wrjglf7tsc:>ft Right -Suite Residential 5.5.17 RSR26013 2005-Sep-27 14:58:37 y E:\Files\S&SPROPERTYENTERPRISE\SOUTHWARDRES\SOUTHWARDRES.rsr Page 1 RIGHT-J WINDOW DATA r>: DEL AIR HEATING,AIR CONDITIONING,R Job: SOUTHWARD RES. 9/27/05 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING a n E a c n 0 d 1 1 90 1.0 1.3 2.5 5.0 54.4 23.0 0.0 WIC MASTER BATHR. MASTER BEDROOM a n W a C n 0 d 1 1 90 1.0 1.3 2.5 5.0 54.4 16.0 0.0 NOOK a n W a c n 0 d 1 1 90 1.0 1.2 2.5 5.0 54.4 23.0 0.0 KITCHEN ff_11TIllm a n W a c n 0 d 1 1 90 1.0 1.3 2.5 6.7 54.4 33.0 0.0 BEDROOM #1 a n W a C n 0 d 1 1 90 1.0 1.3 2.5 5.0 54.4 16.0 0.0 BATH BEDROOM #2 a n s a c n 0 d 1 1 90 1.0 1.3 2.5 5.0 30.4 16.0 13.6 DINING LAUNDRY .ti wnghtSoft Right -Suite Residential 5.5.17 RSR26013 2005-Sep-27 14:58:37 ACCK E:\Files\S&SPROPERTYENTERPRISE\SOUTHWARDRES\SOUTHWARDRES.rsr Page 1 RIGHT-J WORKSHEET Entire House P,e-,DEL AIR HEATING,AIR CONDITIONING,R Job: SOUTHWARD RES. 9/27/05 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MHNUHL J: tin ta. 1 Name of room Entire House LIVING WIC MASTER BATHR. 1 21 Length of exposed wall I 162.0 ft I 17.5 ft I 18.0 ft I 11.0 ft 13 I Room dimensions I I 18.0 x 12.0 ft I 10.0 x 8.0 ft I 11.0 x 9.0 ft 41 Ceiings I Condit. Option 1 9.3 ftj heat/cool p 1 9.3 ft heat/cool 9.3 ftheat/cool 9.3 ft heat/cool TYPE OF I I CST HTM Area FL..d (Btuh) I Area Load (Btuh) I Area I Load (Btuh) I Area Load (Btuh) EXPOSURE I I NO. I Htg I Clg 1 (ftz) 1 Htg I Clg 1 (ft') Htg I CI g I (ft) I Htg I Clg 1 (ft_) Htg I Clg 5 Gross a 148 4.6 2.1 1213 1 "" 1 116 .."' I .... 1 168 1 "" 1 103 •'•` "** I I Exposed IbI 13C I 3.21 1.21 2991 »>` I "„ I 471 •, I " I 01 »> I ' > 1 01 • >' I •, ' I I I walls and IcI 12C I 2.91 1.91 01 "`* I `»' I 01 •••' I "" I 01 '»` I '»' I 01 "" I "" I I I partitions I dl I 0.01 0.01 01 I '> I 01 ' I '>" I 01 >'>' 1 •" I 01 • " I , I I I lei I 0.01 0.01 01 »» I • > I 01 > > I *>"" I 01 » I ," I 01 ••» 1 »„ I f 1 0.0 0.0 0 »» ..., 0 .,» „>. 0 »» 1 0 ,»> .... 6 Windows and a 1C 1 37.0 •* 1 127 4694 "'" 1 23 850 ""* 1 0 0 ... 1 0 0 I I glass doors IbI 8C I 37.01 "` I 01 01 »`* I 01 01 1 01 01 "»' I 01 01 "*` 1 Heating IcI9C I 3871 I OI 01 I 01 01 oI 01 01 01 d 3C 23.2 .. 0 0 >.. 0 0 ..> I 0 0 .» I 0 0 I I IeI I 0,01 "' 1 01 01 „» I 01 01 •"> I 01 01 1 01 01 ,> I III 1 0.01 01 01 "" 01 01 "" 01 0 `'" 01 01 "" 7 Windows and I North 1 20.4 14 "*` 277 0 """ 0 0 '>"' 0 0 "" 0 I I glass doors I NE/NW I o.o I 01 ""' 1 01 oI "•' I 01 01 "** 1 01 01 `""* I 01 I I Cooling I E/W I 54.41 1111 '"`* I 60381 231 »** 1 12511 01 "** 1 01 01 *"' I 01 I I I SE/SW I 0.01 01 `*"` I oI 01 "" I 01 01 "" I 01 01 "" I 01 I I I South I 30.41 21 '"" 1 731 01 '»` 1 01 01 "" I 01 01 "" I 01 Horz 10.01 0 "`* 01 01 "*' 0 0 *"'1 01 0 "" 0 8 Other doors jal 11A 18.9 12.7 20 378 255 201 378 25-51 0 01 0 0 0 0 I I IbI 10DI 14.71 9.91 171 250I 1691 01 01 01 01 01 01 01 01 01 Icl 1 0.01 0.01 01 0 0 01 0 01 01 01 0 01 0 0 9 Net a 148 4.6 2.1 1066 4910 2194 73 336 150 168 774 346 103 473 -11 I I exposed IbI 13CI 3.21 1.21 2821 8881 3301 471 14BI 551 01 01 01 01 01 01 I I walls and IcI 12C I 2.91 1.91 OI 01 01 01 01 01 01 01 01 01 01 01 I I partitions I d I 1 0.01 0.01 01 01 01 01 01 01 01 01 01 01 01 01 I I IeI I 0.01 0.01 01 01 01 01 01 01 01 01 01 oI 01 01 lfl 1 0.01 0.0 01 0 0 01 01 0 0 0 0 0 01 0 10 Ceilings a 16G 1.1 1.4 1489 1572 2064 216 228 299 80 84 111 99 105 137 I 1bI16GI 1.11 1.41 OI 01 01 01 01 01 01 01 01 01 01 01 I I IcI 1 0.01 0.01 01 01 01 01 01 01 01 01 01 01 01 01 I I I d l 1 0.01 0.01 01 01 01 01 01 01 01 01 01 01 01 01 I I IeI I 0.01 0.01 01 01 01 01 01 01 01 01 01 01 01 01 jfj 1 0.01 0.01 0 01 01 01 01 0 0 0 0 0 01 0 11 Floors a 22A 25.9 0.0 162 4199 0 18 454 0 18 467 0 11 285 0 I I (Note: room I bl 1 0.01 0.01 01 01 01 01 01 01 01 01 01 01 01 01 I I perimeter IcI 1 0.01 0.01 01 01 01 01 01 01 01 01 01 01 01 01 I I is displ. I d I I 0.01 0.01 01 01 01 01 01 01 01 01 01 01 01 01 I I for slab lei I 0.01 0.01 01 01 01 01 01 01 01 01 01 01 01 01 floors) jfj 1 0.01 0.0 01 01 01 01 01 01 01 01 01 01 01 0 12 Infiltration a 49.7 14.0 164 8151 2293 43 2137 601 0 0 0 0 0 0 13 Subtotal loss=6+8..+11+12 •``* 25043 "" I "*' 1 4531 '•" I "'" 1 1325 "^* I `•** 1 863 - I I Less external heating I '~' I 01 *»> I - 1 01 `»` I »" 1 01 »*` 1 "" I 01 `»` I I I Less transfer I •• • I OI ***' I ••, 1 01 > » 1 ,,, 1 01 •" I »„ I oI '»' I I I Heating redistribution I "*` I of •"* I '»' I 01 '»` 1 "`* I 01 "'* I '"* I OI "" I 14 Duct loss 10°/ 2504 '»* 10°/ 453 "" 1o°/ 132 '*" 10°/ 86 ... 15 Total loss = 13+14 •"" 27547 `»' "*` 4984 '»* "" 1457 "*' '»` 949 `»' 16 Int. gains: People @ 300 5 ...* 1500 0 '»` 0 0 '*" 0 0 *"' 0 Appl. @ 12001 21 "" 1 18001 0 - 1 01 0 "" O """1 01 1 171 Subtot RSH gain=7+8..+12+16 1 '^`" I "** 1 169931 "" 1 `*** 1 26121 *»* 1 "" I 4571 "» I ^»` I 3491 11 Less external cooling I"*^ I "" I 01 1•"` I 01 "" I*"" 1 01 "** I'»` I 01 I I Less transfer I •,,• I • ,> I 01 > • I > ,• I 01 •• I '» 1 01 >'» I •`» I 01 I I Cooling redistribution I `»' I "" I 01 "`* I "*" 1 oI "'" 1 "" 1 01 "'* 1 '»' I 01 1181 Duct gain 1 100/4 "" 1 16991 100/4 "" 1 2611 100/4 •"` I 461 101/4 "*' I 351 1 191 Total RSH gain=(17+18)*PLF 1 1.15 1 '»` I 214221 1.00 I "*` I 28731 1.00 I '»* 1 5021 1.00 1 "" 1 3831 1201 Air required (cfm) I '»* I 1000I 1o00l "" I 1811 1341 .»' I 531 231 **** 1 341 18I Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrr�ht50 Ft Right -Suite Residential 5.5.17 RSR26013 2005-Sep-27 14:58:37 A:'11', E:\Files\S&SPROPERTYENTERPRISE\SOUTHWARDRES\SOUTHWARDRES.rsr Page 1 Y.: RIGHT-J WORKSHEET Entire House OF DEL AIR HEATING,AIR CONDITIONING,R Job: SOUTHWARD RES. 9127105 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. I , Name of room MASTER BEDROOM NOOK KITCHEN FAMILY 12 I Length of exposed wall I 29.0 ft I 8.0 ft I 0.0 ft I 9.0 ft I 13I Room dimensions I 13.0 x 16.0 ft I 8.0 x 6.0 It I 12.0 x 8.0 ft I 10.0 x 16.0 ft I 41 Ceiings I Condit. Option 9.3 ftheat/cool 9.3 ftheat/cool 9.3 ftl heat/cool 9.3 ft heat/cool TYPE OF I I CST HTM I Area I Load (Btuh) Area I Load (Btuh) I Area I Load (Btuh) Area Load (Btuh) EXPOSURE I I NO. I Htg I Clg 1 (ft) 1 Htg I Clg (ft') 1 Htg I Clg (ft2) Htg I Clg (ft2) Htg I Clg 5 Gross a 146 4.6 2.1 271 1 •"* 1 75 "*' I "`* I 0 #»., •*»» I 1 80I I Exposed l b l 13C I 3.21 1.21 of `»*' I „'« I of »*`* "*' "» I I walls and I c 112C I 2.91 1.91 of » ' I '»" I »» * I I I 0 „ » I I partitions IdI I o.o I o.o I of "" I "«' I of 01 of ,,,» ,».. of I I I el I 0.01 0.01 of "' I»»*» I »»* I »»„ I "" I "" I of "„ I '•" I ** r ** 6 I Windows and doors a 1C l bI 8C 1 37.0 1 37.01 " `* 1 16 I of 591 01 "** '*'* 23 1 of 850 of "" '*'* 0 I of 0 01 "** *"` 33 I of 1220` of `_.. I I glass Heating I cl 9C I 38.71 I OI 01 I 01 01 I oI OI I oI 01 I I d 3C lei 23.2 I 0.01 „ 0 I of 0 of * »».. 0 I of 0 0I - »»«. 0 I 01 0 of ..» ,,.. 0 I of 0 of ..,, lfj 1 0.0 1 0 0 •*** 01 01 1 0 01 '•** 01 01 "• 7 Windows and I North I NE/NW 1 20.4 1 0.01 0 of ***' '**` I 0 01 0 of "" "** 0 I of 0 of **** "*` 0 I of 0 of **" *"' 0 I 01 I I glass doors Cooling I E/W 1 54.41 161 "" I 8701 231 *"* I 12511 of I oI 331 **** I 17951 I I I SE/SW 1 0.0I 01 **** 1 of of "« I of 01 "`• I oI 01 •*;* I of I I I South 1 30.41 01 '*`* I of of '» * I of of "„ I of of 1 01 8 I Other doors I a 11A I bl 10D1 18.9 14.71 12.7 9.91 0 of 0 01 0 of 0 of 0 of 0 of 0 01 0 of 0 of 0 of 0 of 0 of Icl 1 0.01 0.01 0 0 0 01 01 0 0 0 0 01 01 0 9 Net a 146 4.6 2.1 255 1173 524 52 238 106 0 0 0 51 235 105 I I exposed lb] 13CI 3.21 1.21 of 01 01 of of 01 01 01 of of of of I I walls and Icl12CI 2.91 1.91 of of oI of of 01 01 01 of of of of I I partitions IdI 1 0.01 0.01 of of of of of of of 01 oI of of oI I I I el I 0.01 0.01 of of of 01 of of 01 01 of of of of fj 1 0.01 0.0 101 0 0 0 0 0 0 0 0 0 11 0 10 Ceilings a 16G 1.1 1.4 208 220 286 48 51 67 96 101 133 160 169 222 I bl 16GI 1.11 1.41 of of of of of of of of of of of 01 I cl I 0.01 0.01 of of of 01 of of of of of of of 01 I I I dl I 0.01 0.01 of 01 of 01 of of of 01 01 of of 01 I I Iel I o.ol 0.01 of of of of of 01 of of of of of of Ifl 1 0.0 0.0 0 01 0 0 01 0 0 0 01 01 0 0 11 I 1 Floors 1 a 22A IbI 1 25.9 I 0.01 0.0 0.01 29 of 752 of 01 oI 8 of 2071 of 0 oI 01 of 0 01 0 oI 9 of 2331 of 0 oI I (Note: room I perimeter I cl I 0,01 0.01 of of of of of of of of of of of of I I isdispl. IdI I 0.01 0.01 of of oI of of of of of oI of of oI I I for slab leI I 0.01 0.01 of of of of of oI of of oI of of oI floors) lfj 1 0.01 0.01 01 0 0 01 0 01 0 0 0 0 01 0 12 Infiltration a 49.7 14.0 16 795 224 23 1143 322 0 0 0 33 1640 461 13 Subtotal loss=6+8..+11+12 "`•` •"' 3531 "" "*' I "*` "•' 1 2489 "*` **" I '*" I »„' I 101 I of `*" „`» '**` I ,, 3497 I 01 *" I 1 1 Less external heating I I '*"` I 01 I of •"' I I •`*» I of I of "'» I '»»' I of *"` I '*" I of I I I Less transfer I Heating redistribution I'**' I of I*"' I of *'** I "" I of '"` I "" I 01 ** 14 Duct loss 10 °/ 353 *`** 10 °/ 249 *"' 10°/ 10 `**' 10 °/ 3570 15 Total loss = 13+14 - 3884 •'•• '**' 2738 "'* ** ` 112 "" - 3847 '•«` 16 Int. gains: People @ 300 12001 1 of "*" ",., 300 I of 0 of '*'* „». 0 I of 0 11 '*" 0 1 12001 3 of "'• 1 900II I 0 1 1 171 I APPI. @ Subtot RSH gain=7+8..+12+16 I """ 1 '**' I 22071 »»»» I ""' I 17461 '*'* .»»* 1 1 13331 ,... .... I 1 3483 1 1 Less external cooling I •• » I ,••, I o I •••• I'»• "" I o f ..» i .» i o f ..» 1 .... i 0 i 0' 1 I Less transfer I '" I »"» I 01 »*" I I 1 I Cooling redistribution I "" I "" I of **" I ""' I of "" I " * I o1 "" I *'"' I 0' I18I Duct gain I 10°/d '*'* 1 2211 10°/d *"* 1 1751 10°/4 "'* 1 1331 10°/d *"' I 348 1 19 1 Total RSH gain=(17+18)*PLF 1 1.25 I "" I 30341 1.25 1 *"* 1 24001 1.00 1 "" 1 14661 1.25 I "" I 4789 201 Air required (cfm) I **** I 1411 1421 ***' I 99I 112I *"` I 4I 68I *'*` I 140) 224 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,=� writ 7t5C7i t Right -Suite Residential 5.5.17 RSR26013 2005-Sep-27 14:58:37 i9GC$1- E:\Files\SBSPROPERTYENTERPRISE\SOUTHWARDRES\SOUTHWARDRES.rsr Page 2 RIGHT-J WORKSHEET C'Ir' Entire House DEL AIR HEATING ,AIR CONDITIONING,R Job: SOUTHWARD RES. 9127/05 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 j� MANUAL J: 7th Ed. I 1 Name of room BEDROOM #1 BATH BEDROOM #2 DINING 12 I Length of exposed wall I 1 31 Room dimensions I 26.0 ft I 12.0 x 15.0 ft I 5.5 ft I 6.0 x 12.0 ft I 26.0 ft I 11.0 x 14.0 ft 1 0.0 ft I 12.0 x 10.0 ft I 41 Ceiings Condit. Option 9.3 ft hea/cool 9.3 ft heat/cool 9.3 ftheat/cool 9.3 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE I NO. I Htg I Clg (ft') Htg I CIg (ft') Htg I Clg I (W) Htg CIg (ft') Htg Clg 5 Gross a 14B 4.6 2.1 243 "" "" 51 "" I '_ 1 i "" I 103 1401 - I - 1 0 01 .... I.„ . I I I Exposed 1 b 113C I 3.21 1.21 01 I _,++ I 01 1 01 *.,' {,.r I 01 III II I I walls and I c l 12C I 2.91 1.91 01 I I 01 DI I 01 __ == I I partitions Idl I 0.01 0.0I DI I I of I 01 I DI I I IeI I f 0.01 0.01 0.01 0.01 01 0 0 0 H Wi a1C 1 pI 1 +++, I 01 01 161 59 0 0 1 OI I I 1 glass doors IbI 8C I 37.01 01 * * Heatingc 9C I 13C I 38.7 "' I 0 0 01 1 i 01 0 I 0 I I d IeI I 23.21 `� I 0 1 0 I ._+= i Ol 0 _,_, OI »„ OI .«. f 0.0I 0.0 0 0'*" 0 0 .... 00 ,, 07 �O- Windows and North I 20.4 0.01 0 DI "" "" I 0 01 0 01 ""' "" 1 0 01 14 01 ""' "" I 277 01 0do 01 "*` I 01 I I 1 I glass doors Cooling I NE/NW I E/W I 54.41 161 I 8701 DI ' ' 1 01 01 I 01 01 +„ I 01 I I I SE/SW I 0.01 01 „ I *"' 01 01 , _` 1 0 01 01 21 ,,., 1 1 DI 731 01 01 .,., I I 01 01 South Horz 1 30.41 10.0 01 0 I "'" 0 0'"" 01 0 1 01 01 10 8 Other doors a 11A 18.9 12.7 0 0 0 01 0 01 0 DI 0 DI 0 01 0 01 0 01 0 01 0 01 0 DI I IbI 10DI c 14.71 0.0 9.91 0.0 01 0 01 0 0 0 0 0 0 0 0 0 0HOO 9 Net a 14B 4.6 2.1 227 1044 467 51 236 01 106 01 87 1401 401 4411 179 1641 0 01 0 Dl 01 I I exposed IbI 13C I 112C I 3.21 I 2.91 1.21 1.91 DI 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 I I walls and partitions c IdI I 0,01 0.01 01 01 01 01 01 DI 01 01 01 OI 01 01 01 01 01 01 I I IeI 1 0.01 001 01 01 01 01 01 OI 01 01 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 01 0 10 Ceilings a 16G 1.1 1.4 180 190 249 72 76 100 154 163 213 01 120 01 127 OI 166 OI I I I bl 16GI 1.11 1.41 01 DI 01 01 01 01 DI 01 01 DI 01 01 01 01 DI I I I I Icl IdI I 0.01 I 0.01 0.01 0.01 01 01 01 01 01 01 01 01 01 01 DI 01 01 01 01 01 DI I I IeI I 0.01 0.01 01 01 01 01 01 01 01 DI 01 01 01 DI f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 26 674 0 6 1431 0 26 DI 674 oI 0 01 01 01 0 01 0 01 I I I (Note: room I IbI i c I I 0.01 I o.o 0.01 I 0.0I 01 01 01 01 oI 01 01 01 01 01 01 01 01 01 01 01 01 01 perimeter I is displ. IdI I 0.01 0.01 01 DI 01 01 DI 01 01 01 01 01 01 01 01 I for slab IeI I 0.01 0.01 01 01 01 01 01 01 01 01 01 01 01 0 floors) jfj 1 0.01 0.01 0 01 01 0 0 01 01 01 01 01 01 12 Infiltration a 49.7 14.0 16 795 224 0 0 0 16 795 224 0 0 0 13 Subtotal loss=6+8..+11+12 "" 3295 '«" "'" 455 - - '*" 3065 1 127 01 � ` I I Less external heating I ""` I ,•_, 1 DI I 01 - - I I +,_+ 1 DI 1 01 - I ' 01 1 =„, I ,+,• 1 01 I I Less transfer I"*` I DI I "" 1 01 I „ I DI =+ I «_. 1 01 •" = I I 14 I Heating redistribution Duct loss 10 °/ 329 �' 10 °/ 46 ��,� 10 °/ 307 °/ 13 .. 15 Total loss = 13+14 "" 3624 "" "" 501 „ �* ` 3372 �� . ."..10 139 16 Int. gains: People @ 300 12001 0 01 "" ."= 0 1 01 0 01 "" 0 1 0 0 1 01 0 I 01 1 01i «"* 300 1 01 1 117I 1 APPI. @ Subtot RSH gain=7+8..+12+16 I I 18101 I 2051 1 1 11301 1 4661 DI 1 I Less external cooling I I 01 I .. I DI I 1 1 0" 01 1 0 I I Less transfer I I I DI 1 DI 01 1 _ 1= I 01+ 1 I I 1 I Cooling redistribution Duct 1 10014 "" 1 1811 100 ""' 1 211 10014 "' 1 1131 10 °/d , ""'* 1 47 181 1 19 gain 1 Total RSH gain=(17+18)*PLF I 1.25 1 '«"" I 24891 1.00 I **`" 1 2261 1.15 1 ""` 1 14301 1.00 '*** 1 *' 1 5131 1201 Air required (cfm) I - I 1321 1161 .*** I 181 ill "" I 1221 671 I 51 24 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr et�1'#tsC> F>t Right -Suite Residential 5.5.17 RSR26013 2005-Sep-27 14:53:37 /CCwl`+ E:\Files\SBSPROPERTYENTERPRISE\SOLTHWARDRES\SOUTHWARDRES.rsr Page 3 .. 11111b." 4&- ... RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: SOUTHWARD RES. 9/27105 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. I 1 I Name of room FT LAUNDRY 1 21 Length of exposed wall 1 12.0 ft I I I 1 31 Room dimensions 1 8.0 x 7.0 ft I I 41 Ceiings Condit. Option 9.3 ftl heat/cool TYPE OF I I CST HTM Area Load (Btuh) Area Area CIg Area Htg Clg EXPOSURE I NO. I Htg I Clg I (ft') Htg I Clg Htg I Clg Htg 5 Gross a 148 4.6 2.1 0 "" I '*" I Exposed I b 113C I 3.21 1.21 1121 I I walls and Icl 12C I 2.91 1.91 01 I I partitions IdI 1 0.01 0.01 01 *'*' I I I lel 1 0,01 0,01 01 1fj 1 0.0 0.01 0 6 Windows and lal 1C 1 37.0 „ 01 0 "" I glass doors I bl 8C 1 37.01 1 01 01 Heating IdI3C c 9C 38.7 I *' ( 0 0 23.2I OI 01 I I lei 1 0.01 1 01 01 f 0.0 "* ?1 01 7 Windows and North 20.4 0 ,,., 01 1 I I glass doors I NE/NW 1 0.01 01 "'* 1 01 I I I I Cooling I E/W 154.41 01 '"" 1 01 1 I I I I I I I I I I SE/SW 1 0.01 01 ., , 1 01 I I I I South I 30.41 01 ""' 1 01 I Horz 1 0.01 01 "*' 01 1 8 Other doors a 11A 18.9 12.7 0 0 0 1 Ibl10D1 14.71 9.91 171 2501 1691 1 1 1 I ( 1 I I I Icl 1 0.01 0.01 0 01 0 9 Net a 14B 4.6 2.1 0 0 0 I I exposed I b l 13C I 3.21 1.21 951 2991 1111 1 1 1 I I I I I I I I I walls and I c l 12C I 2.91 1.91 01 01 01 1 1 1 I I I I I I I partitions IdI 1 0.01 0.01 01 01 01 1 1 1 I I I I I I I I I lel 1 0.01 0.01 01 01 01 1 1 1 I I I I I jfj 1 0.01 0.0 0 0 0 10 Ceilings a 16G 1.1 1.4 56 59 78 I I I I bl 16GI 1.11 1.41 01 01 01 I I I I I I I I I I Icl I 0.01 0.01 01 01 01 I I I I I I I I I I I IdI 1 0.01 0.01 01 01 01 I I I I I I I I I I I lel 1 0.01 0.01 01 of 01 1 I I I I I I I I f 1 0.01 0.0 01 01 01 1 11 1 Floors a 22A 1 25,9 0.0 121 311 0 1 1 I I (Note: room I bl 1 0.01 0.01 01 01 01 1 I I I I I I I I I I I I perimeter Icl 1 0.01 0.01 of 01 01 1 I I I I I I I I I is displ. IdI 1 0.01 0.01 01 01 01 1 I I I I I I I I I I for slab lel I 0.01 0.01 01 01 01 1 I I I I I I I Floors) 1f10.010.01 01 01 01 1 12 Infiltration a 1 49.7 14.0 17 845 238 13 Subtotal loss=6+8..+11+12 '*"* 1765 I I Less external heating 1 01 '„' I „** I I Less transfer 01 •,,, I I I Heating redistribution I "'" I 01 14 Duct loss 10°/ 176 15 Total loss = 13+14 "'* 1941 16 Int. gains: People @ 300 0 ""* 1 0 I I Appl. @ 12001 11 ,,,, 1 6001 1 17 1 Subtot RSH gain=7+8..+12+16 1 "" I "" 1 11951 I I Less external cooling I •, ` I •,,, I 01 I I Less transfer I ,, I •, , 1 01 I 1181 I Cooling redistribution Duct I'„` 1 10°14 I'„' •,, 1 01 1 1201 °/d •,,, I I °/d ,„• I I °/d ..., I I 1 19 gain 1 Total RSH gain=(17+18)'PLF 1 1.00 I*"` 1 13151 I 1201 Air required (cfm) I- I 701 611 -* I Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wt'taC_jF"tt50'T Right -Suite Residential5.5.17 RSR26013 2005-Sep-27 14:58:37 iAGC�1, E:\Files\S&SPROPERTYENTERPRISE\SOUTHWARDRES\SOUTHWARDRES.rsr Page 4 A —fD1 NfMblEO YE'11IIFL FOR 10' WIDE DOOR. �E% y `ONEWR TI R . fi �R l C&U ON OSFCR018 e e xo a m gm tleEl ATTACKED 10 DOOR 1- N PATDm tac- -roc s.'m OOP, em1 m • corm. MW v `OmMNII YE111 L�.40— A ` OFTNUAL CUMM ME)m WON POe111Ox VAX DOOR WORT - ,e'-C' .�06.IIOm90d: DOM OIE +• I7OONS i' m eoq 1, o� eE ldpiae or �i'3 �g �Tgf ii• N«�Ii�O���fe5)f1� FROR fWLE MIM LLV. OMTM M OIOOE swF MDA '0"L �11R�ARFUm 1] a atiV. �. LRAOOT. 00 AYB MIM FATfFNm WOOD �) D/16 x1-6 "a SORM3. � Lei DO+ee IF. 7LN l'im I� ixCAmw Tm KEThatT. 4 —"'LE�..S /lv.eMclarm e• +1aN}}m f0' MIOXFOt tx' fRR TOW,4�MQ1 14A !am RNR TOP Nvtw ���� �x��� O OOIIBE HORMWAL lw TM4PNO L• 1mF iR�R iurtwenAn OOEIL7C �7tQW_Y 1�yy��Y�.f�t1701�1 RNgqmmN 1R1m. 1LI0 C7R1i YR' R[ OOIRRIJRN( r JMIdMMM 011�A 0IF UPSM MOR IM0. '01117. ANxIdO MAP eE MIRaF76LN( (9JF NDT RW Wlm) TO PROYOE A i11AN 11YI91O! �• MOROaxf.1L P W DO NOT NITN STOP YOUIDNO eY DOOR LOR CM >WT) 20 TEllllW PMMLB f El OA up. OALV. ID. f1ONO mL / 2D OA OILV. STM NIOR. SOU s A R1kO FOLY[1RIF I, 11 0ESOFom 1mS1ETFO14 11 11 W OALV. HELLTOP /V 7pN1ER,IGN pB Y k & . $ TMCN / SK"Dd!D 70J 4 V Il IIFEf FEW 11 W NLV. 9fELL IRVf('&WtE14 41 OIHFX[f AITALNm N/[1) 1�TI�E 118 A M�URT11 gIEEf N1I11 ONE T 4 ro eOLTe 1) 1� ♦ /4' >2 N4ESOIEM9 POI LMO NMR. SNP W d01mm 14ri W2T PETAL LOOS MR N LOE NIFA #W(`, PNI WM LOQ OR iTE 1/1'-DYL RAC79. PLR �IOAOF! f0 1SRLNe ra am ROLLER Wm1 ,4 al OALV. OYUmE MIN01E SIDE OP ODOR Em Mldl .tlIfl.COtl�IM11a71 EACH ENO IIx10E. WI fp9lRFi((�AtT]T)) N 1 min 110.E IGIX Dial= RECOON f-f Y TILL U-6N //11d TAPP110>pOM6• SEF iRM7G ORE 130Rx.�nE7oW anm ix: ao - SNAP LATCH ONTO wmmea �. ""' LOCK wE DESIGN ENGINEER: MARK WESTERFlELD. P.E. 1 L Y Y TA7L , 10 d. ONV. !TEFL U eAR 1Ro OIC YlV LgCH ox FACM 1OE Or DOOR 1xc mlw ar Txc w'rURma slRuenwN. n�exn dr DOOR: ,IC Iry Or ME PROPellmm Of FLORIDA P.E N48495. NC P.E /23B32. TEXAS 01. #9151: T� eZM OR emlelueE N /CCORMIIfl ANDlb F �U q6VRLO b1 NNR lEOIpN1. NrFA mLL DESIGN IDS: +24.0 PS & —24.5 PSF. LmLT UM CL M mm l?JL0G90tl BMIDPIa COOO7 FOR THE ULNOS LIEm ON TEST LOADS: LOW PSF $ PSF. T O�IE U-8V1 DU 90E —a THIS DR +35.0 —37.0 N'G`'mE fPOr OE Ar G oav, nm B011O1 s1IU1ar. SRL Ar,gj NiM {� I7M6/e' ifEE'F PEAL 1CREM6. Cl0►AY el11DPq rROD11CO OOIPNN »iLLL. V"mx M1DO NAY BOOR WQ Nam ON 4pplO Mtn NOTED W 4 18'0'w x 14'0'H 1m110l1 A -A VRW NRDE IVJIOE et T7D-.tDOe Pelepay NYYMIY D"Us x vrNFATHEN P. einn .Prn�l lric _ �'r farPN.D.e. Al RM,. Iu+"°'_ _ IAWW MODEL 592- WINDLOAD EVALUATION ENTITY Gary Pfuehler, P. E. 5665 Green Oak Court Fairfield, OH 45014 Product Evaluation Report for Florida DCA Evaluation Report # W4-16-C-PAN-F 141 MANUFACTURER Clopay Building Products Company 8595 Duke Blvd. Mason, OH 45040 513.770.4800 The Clopay Building Products Company sectional doors as described on the drawings listed below meet the design and test pressures shown. Based on the testing and rational analysis detailed below, this product is evaluated to be in compliance with the following provisions of the Florida Building Code: ® Outside the HVHZ: Wind Loads (tested in compliance with FBC 1714.5.3.1, ref. ANSI/DASMA 108 or TAS 202) 0 Inside the HVHZ: Wind Loads for HVHZ (tested in compliance with FBC 1714.5.3.1, ref. TAS 202), 1625 Cyclic Tests for HVHZ (ref. TAS 203), 1626 Impact Tests for HVHZ (ref. TAS 201) Description of Product: Steel Pan (min. 24 ga.) WINDCODE:6 W4 Sectional Door, 9'2" to 16'0' wide Design Pressures: +24/-24.5 Test Pressures: +36/-37 Specific Models and Technical Documentation: KAMP] Test Renort Drawing No. Comments Optional glazing approved per HCN-5A, HCN-5. Optional low head 692W4 HCN-41 101781-Rev06 room track approved per HCN-126. Nylon -Tire rollers approved per ITR-269D. Installation requirements: Installation must be in accordance with manufacturer's installation instructions. Limitations and conditions of use: Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in accordance with current building codes for the loads listed on the drawing(s) referenced above. Certification of Indeuendence of Evaluation Entity: I hereby certify that (1) I have no financial interest in Clopay Building Products Company; (2)1 am an independent licensed Professional Engineer in the State of Florida; and (3)1 comply with the criteria of independence as stated in 9B-72.110 F.A.C. Signature: Date: Gary Pfue"hler, P`E. Florida P. E. No. 49850 Lz ` /, ILL QORMA PRODUCT UOT APPROOMAID 5678.6 FILE: W4-16-C-PAN-F141-REWO rnna-Tru® Premium Series Wood Edge In -swing Steel Door Maximum Site Up To 8'4 x 6'8 6.0' 6.0' 6- 6- 3.0' 3.0" — 8.0" 6 0' 3.0' I-3.0" I I l i t o SEE 4 W DET b C oce } _ x _ When attaching Sidelite the above anchoring applies. era SEA — SEE NOTE -•� DETAIL 'b' 'D - 1100 xN ' LM 110 x 314 LG. PFH x 1' LG. PFH PFH W$ SEE NOTE �-� ID DETAIL ID 6" �- 4 6 F— t 110 x 3/4 LG. r m _ PFH WS When attaching the strike do DETAIL C_ deadbolt plates to the strike do buck use 110 x 2' Lg. PFH WS. SEE OE'E' When attaching the sbike & deadboit plates to the os&cgal Pr use I8 x 2 1/2 Lg_ PFH WS. When ottachiksg the strike jamb & 6' side6te jamb use 110 x 1 3/4' PFH Wa 6.3•. 6- 6 � (2)18 X 2 1PFH WS �. (2) 8 X 2 1� WS SEEDETAIL C.4, COASTAL a' C _ D E ALUMINUM ASTRAGAL ALUMINUM ASTRAGAL DETAI cxi ATTACH ASTRAGAL THROW BOLT - x _ STRIKE PLATE TO . FRAME O AS SHOWN. DRILL THRU FOR DRILL THRU FOR C4 'n AA J5706 BOLT qT A .357'0 BOLT DEEP .B» ,A, ENOUGH FOR A 1ENOUGH FOR A 2' BOLT THROW T THROW 60 - • 3- �, . COASTAL ALUMINUM ASTRAGAL ALUMINUM ASTRAGAL DETAIL OF - ASTRAGAL _ . 1 SEE DETAIL "r AT THE THRESHOLD C R W Building Consultants, Inc. ConsuWng and EngWeering SC MCM for lhe Buflft Industry PO - Box 23OVakiMFL33594 PbmeB13.684.3931 Facsimile- 913.684.3954 ENGINEER'S W1709 OF ZVALUATION # PSP202F Therma-Tru. Corp. 103 Nbdzfdd Road Buft, IN 46721 Phone 219.868.5811 FacSiM& 219.868.5190 DUCRIMON OF UNIT Model Dedpabon: Premium Series Wood Edge Sted Door (Opaque) with or without Sxk4*s OMVN Nominal Sb= up to 8'4 x 6'3 U=bk hHwing Cooftwadow X, OXO, X0, OX, XX & OXXO General Dewxiptkm: IU head and jambs are wood measuring 4.5" x 1.25" with an extruded alumiumn saddle thredWA IU door panels and sitlelite panels are 1.68" thick and consast of two 24 gartge (nna 0.022") sled skins glwd to wood SdIes and rails with a urethane com The gland addites are routed to receive W insulated tempered lip lite inserts mam&ctured by Then=--TnL nQ &Cd-n 17V Maui* =of AMft Taft (1707.4.3 Mda__6 Door Assemblies; 1707.4.5 i7�_� Door Assemblies) Teat DOWOM Tat 1402dm Dde Re"DIM i Cadf ASTU E330 UnMM Stodc ftv Air ochoxft MrRn NY JGIY6,2001 01-741-Howo YiM Joemb L DWft 29 2 9 Ma 715,2001 01-741-1 ' 0639.0 WCWendellM .'j 4 HAW, P.E #34158 TAS 202 Famad Fifty Mr- Rodkow, NY July 01-741-11006-0 Joseph L DaWkM RL # 42"929 # Wdw May Is- 2001 01-741-1 wen "ka f b=Y, PILL #54138 1311 AMUE331 EM Rochnser, NY Ady6,2001 01-741-11006,0 Joao L DoWkk P.E. #42929 peadmfim May 13. 2001 01-741-106".0 _&O WOO" RMY, RK #34158 AMMEW Airhd&mtkw Mr, Ro6mW4 NY J* 6.2001 0 1 -74 1 - I FO 0 Joseph L DoMM P.E. # 42929 "t-VP M" 13,2001 01-741-106".0 .Y waWfien _ 138 ffpm� PY_ #34138 "= TAS 20UM Ww"s ETC- RadiesW NY Ady 4 2001 01-741-11006.0 Joseph L Dokb% Py- # 42929 �y MaP.E.158 y-15, 2001 !!"t- 01-741-10639.0 WenbU EW=y, PL #34159 OpqueWo&m*wmbW==L_� All &zed PM&M =0 be dwHoldto MW wWborw debris cridetis Ded-M ftMre RmOnIM caffigatation Maxim size Design Pressure P.Ifingg x Single with Sidelites XOOX, OXO iTo p, U x 6'9 To VO Up To 5'4 x 6'3 I +75.00 -75.00 +65.00 -65.00 Sid A hn Coastal Almnle xx Double with Sidelites OXXO Up To WO x 6'9 81 x 6'8 +40.00 -40.00 +65.00 -65.00 +40.00 -40.00 +65.00 -65.00 Installation and AwJmwbw See reverse dft this page FA i. Evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCZ 7 Aflanwon Design 14*6 for BuilAftV and Other Structum do not exceed the design premier r4unp listed above. 2. For Masonry installations where the S64RIck is less than 1-MI inches (FBC section 1707.4.4 Anchosa mb-SOOIiOns 1707.4.4.1 and 1707.4.4.2) same diameter Tapcon type concrete anchors must be subsfituad V Methods and wiphe lewA awn be such that a adninumn 1-1/4" engagement of the Tapcon into the masonry wall is obtained. � I 'e- "S Certification: Florida Professional Engineer - Seal No. 43409 April 22, 2002 OLyndon F. 19506 French Law Drive IAIM FL 33558 ER EJ7 EJ7 EJ7 Ed EJ7 EJ7 EN -4 PLY Al LU U Q 0 0 7- -4 14 21-4-0 ?v/1 GJt tiv> GJl EJ7 NOTE: ALL FLAT GLG. AT ONE ELEV HP RP OIIED TRUSS HNCHOR B) BUILDER � PLUME CUT OUERHRNG i HEEL HEIGHT _ 2xa CTD BOTTOM - 2x4 MIIJ TOP 2xL! MIN412/ ram+' TRUSS END DETAIL NOTE; I I REFER 10 HIS 91 IPECOrnENDATIONS FOF IRJDLING.,[NSTILLATION. WJD TEMPORFlRY BRACINGI REFER. TO ENGINEERED ORnWiNO, FOR �Rt-i#NENi 6RFCINI, REOU[RED �I FCL TRUSSESIIFfLVDINC. TRUSSES UDDER VRLLEY FRFMIrJGI DUST BE ra1PLETEL* DECKED OR REFER TO DETAIL V105 d DETAIL AIO5 FOR F(IERNFTE 8R.FCIP6 R.EOUIREMENTS 3) EtL VALLEY'S TO BE CONJENTICURLLY FRFY'IED BY BUILDER L)I INTERIOR LOAD BEFRINO WALLS 5) - FLOOR _IjISTS HAY BE ADJUSTED SLIGHTLY FOR 2ND STORY FLU9BINO 6) FLOOR.- 16- ECEF - 24� O.0 LFAESS NOTED OT E£RWI SE 7) SY42 TRUSSES MUST BE INSiFLLED WITH THE TOP BEING 'JP. 6) RL RCC4 TRUSS HANU{F., TO Eti SIIfSL- HJS26 LY.tCSS NDTED O HEPWISE 9) ALL FLOOR. TP.LSS HFNGERS TO BE SINPSCN 041u22 DRESS NOTED OTHERWISE 0 ouioders FirstSource San o g 1 H TW,ss Division IEron LIrclE Sanford. Fior,da K77 (407) 322-0059 Fox - (407) 322-5553 1 —668-946 —5637 CD ~ � lL Z CD 3 2 0 � J Q w Ll mU rSjOfOi _I Q W w � V1 rS LL Wpa- I W z u /r���c�00 I V O 3 w~ Z V ! H J W O O(LCc w —_ V,� Jam; CI J V CY O j T V U wOOT _ a 11 S Y S O'. CL w S - I . EUILIFR — - LIA RDERLES DAV15 RE51PENCE �nODE� -- i F.V1SIrJ+ ; SCiE iP1E �Lc�r E+_ 1 Builders ® FirstSource 2901 Aileron Cir. Sanford, Florida 32773 information: Customer: Davis Builders FirstSource Job #: Master Lot: Marshall Ave Subdivision: Sanford County: Seminole Building Code: FBC2004/TPI2002 Computer Program Used: Mitek 6.20 Truss Design Information: Gravity Loads Wind Roof. 47 psf Total Wind Standard: ASCE 7-02 Floor: Wind Speed: 120 mph Mean Roof Ht: 25 ft Exposure: B Note: Refer to individual truss design drawings for special loading conditions, design criteria, truss geometry, lumber, and plate information. Design Professional Information: Design Professional Of Record: UNKNOWN Truss Design Engineer : Randall Byrd 2325 Jason St. Merritt Isl. 32952 License # : 23451 `0 11111111//////Nq This truss specification package consists of this index sheet and 25 truss design drawings. This 23451 signed and sealed index sheet indicates acceptance of my professional engineering responsibility solely for listed truss design drawings. The suitability and use of each truss — 'o component for any particular building is the responsibility of the building designer per �� AT �4/ ANSI/TPI 1-1995, Section 2. % ��` ••.' �0 ID �� ��� s G / ////11111111 Truss Truss # Label 1 c' 1 2 c3 3 d5 6 Drawing # Seal Date Truss # 16 17 18 19 20 21 22 23 24 25 Truss Label Drawing # Seal Date Truss # Truss Label tAFawing # Seal Date 001 7/11/2006 tll 016 7/11/2006 002 7/11/2006 t12 017 7/11/2006 003 7/11/2006 t13 018 7/11/2006 004 7/11/2006 t14 019 7/11/2006 005 7/11/2006 t15 020 7/11/2006 006 7/11/2006 t16 021 7/11/2006 007 7/11/2006 t17 022 7/11/2006 008 7/11/2006 t19 023 7/11/2006 009 7/11/2006 t20 024 7/11/2006 010 7/11/2006 t21 025 7/11/2006 011 7/11 /2006 012 7/11/2006 013 7/11/2006 014 7/11/2006 015 7/11/2006 Page 1 of 1 © Builders FirstSource, Inc. 2002 MASTER T 7 CA MONO TRUSS I10 1 I001 Job Reference (optional) �23451 2325 Jason St, Merritt Island FI. 32952 6.200 s Jul 13 2005 MiTek Industries, Ina Tile Jul 11 14:22:30 2006 P< t 1-0-0 I 2X4 M1120f O-Q LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.14 Vert(LL) -0.00 2 >999 240 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(fL) -0.00 2 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) L Weight: 5lb — LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=167/0-8-0, 4=9/Mechanical, 3=-33/Mechanical Max Horz2=57(load case 4) Max Uplift2=-197(load case 4), 3=33(load case 1) Max Grav2=167(load case 1), 4=18(load case 2), 3=46(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=-30/19 ^`` BOTCHORD 2-4=0/0 NOTES = �i 1) Wind: ASCE 7-02; 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; partially; MWFRS gable end zone and C-C ExteZr(2) A ; zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2)'This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. •` f 's V- ej "' 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 197 lb uplift at joint 2 and 33 lb uplift at joint 3.F�`., LOAD CASE(S) Standard JUL 1 a t006 TASTER ICJ3 (MONO TRUSS I10 1 ITbReference (optiona0 Randall Byrd, P.E. #23451 2325 Jason St, Merritt Island FI. 32952 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 14:22:31 -1-4-0 3-0-0 0 1-4-0 3-0-0 4.00 12 2 4 3-0-0 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.00 2-4 >999 240 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 2-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004frP12002 (Matrix) Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=42/Mechanical, 2=215/0-8-0, 4=26/Mechanical Max Horz2=104(load case 4) Max Uplift3=-58(load case 6), 2=-213(load case 4) Max Grav3=42(load case 1), 2=215(load case 1), 4=52(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=-39/10 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; partially; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58lb uplift at joint 3 and 213 lb uplift atjoint 2. LOAD CASE(S) Standard MASTER ICJ5 (MONO TRUSS 10 I 1IT3 r bF Randall Byrd, P.E. #23451 2325 Jason St, Merritt Island FI. 32952 - 6.200 s -1-4-0 1-4-0 I 2 DM M1120= 4.00 F12 5-0-0 E 5-0-0 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) -0.02 24 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.06 2-4 >937 180 8CLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 18lb LUMBER BRACING — TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. i REACTIONS (lb/size) 3=108/Mechanical, 2=277/0-8-0, 4=46/Mechanical Max Horz2=1 51 (load case 4) Max Uplift3=-144(load case 4), 2=-245(load case 4) Max Grav3=108(load case 1), 2=277(load case 1), 4=92(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=-85/28 BOT CHORD 2-4=0/0 I NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; partially; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 3 and 245lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DAVIS RES MASTER EJ7 MONO TRUSS 31 1 004 r Job Reference (ootionall Zandall Byrd, P.E. #23451 2325 Jason St, Merritt Island FI. 32952 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 14:22:32 2006 Page t -1-4-0 7-0-0 1-4-0 7-0-0 3 Scale = 1:1 2 2x4 MI120= 4.00 12 5 a 7-0-0 7-0-0 LOADING(psf) SPACING 2-0-0 CS) DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.10 2-4 >794 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.25 2-4 >318 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=167/Mechanical, 2=346/0-8-0, 4=66/Mechanical Max Horz2=198(load case 4) Max Uplift3=221(load case 4), 2=-288(load case 6) Max Grav3=167(load case 1), 2=346(load case 1), 4=132(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-5=-120/0, 3-5=-104/44 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; partially; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 221 lb uplift atjoint 3 and 288 lb uplift atjoint 2. LOAD CASE(S) Standard Job ��russ Truss Type Qty Ply DAVIS RES MASTER J7 MONO TRUSS 5 1 005 Job Reference (optional) Randall Byrd, P.E. #23451 2325 Jason St, Merrift Island FI.32952 6.200 s Jul 13 2005 MiTek Industries. Inc. Tue Jul 11 14:22:33 2006 Paae 1 -1-10-10 5-0-0 9-10-13 1-10-10 5-0-0 4-10-13 smia = 3.4 M1120= 9-10-13 LOADING(ps0 SPACING 2-0 0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) 0.08 6-7 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.12 6-7 >917 180 BCLL 10.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purfins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=241/Mechanical, 2=426/0-11-5, 5=336/Mechanical Max Horz2=243(load case 4) Max Uplift4=-327(load case 4), 2=-330(load case 4), 5=-191(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=0/19, 2-8=0/19, 2-3=-1022/802, 3-9=-105/0, 4-9=-94/41 BOT CHORD 2-7=-1016/979, 6-7=-1016/979, 56=0/0 WEBS 3-6=-1012/1050,3-7=0/261 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust), h=25ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; partially; MWFRS gable end zone and C-C Extenor(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 327 lb uplift at joint 4, 330 lb uplift at joint 2 and 191 lb uplift at joint 5. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-54 Trapezoidal Loads (pID Vert: 8=-O(F=27, B=27)-to-4=-134(F=-40, B=-40), 2=-2(F=9, B=9)-to-5=-49(F=-15, B=-15) Job Truss Truss Type Qty Ply DAVIS RE5 MASTER T01 HIP 1 1 006 Job Reference (optional) Randall Byrd, .E. #23451 2325 Jason St, Merritt Island Fl. 32952 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 14:22:34 2006 Page 1 -1-4-0 3-10-14 7-0-0 10-8-0 14-4-0 17-5-2 21-4-0 22-8-0 1-4-0 3-10-14 3-1-2 3-8-0 3-8-0 3-1-2 3-10-14 1-4-0 Scale = 1:39. 44 M1120= 3x4 M1120= 44 M1120= 4 5 6 4 4.00 12 13 2x4 M1120� 2x4 M1120� 3 ' 2 8 9 �d 12 10 5x6 M1120= 3.8 M1120= 5x10 M1120H WB= 3x8 M1120=. 5x6M1120= 7-0-0 14-4-0 21-4-0 7-0-0 7-4-0 7-0-0 Plate Offsets X, 2:0-3-3,Ed e , 4:0-3-4,0-2-4 , 6:0-3-4,0-2-4 , 8:0-3-3,Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) 0.37 10-12 >678 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL)-0.5910-12 >424 180 M1120H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.28 Horz(TL) 0.14 8 n/a n/a BCDL 10.0 Code FBC2004/rP12002 (Matrix) Weight: 97 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purtins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-4-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1620/0-8-0, 8=1620/0-8-0 Max Horz 2=61 (load case 3) Max Uplift2=1382(load case 3), 8=-1382(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=-3881/3224, 3-13=-3877/3212, 4-13=-3831/3218, 4-5=-3724/3140, 5-6=-3724/3140, 6-14=-3831/3218, 7-14=-3877/3212, 7-8=-3881/3225, 8-9=0/22 BOT CHORD 2-12=-2982/3591, 11-12=-3356/4023, 10-11=-3356/4023, 8-10=-2922/3591 WEBS 3-12=68/251, 4-12=-635/880, 5-12=-446/494, 5-10=-446/493, 6-10=-635/880, 7-10=-69/251 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust), h=25ft, TCDL=4.2psf; BCDL=3.Opsf; Category It; Exp B; partially, MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. 4)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1382 lb uplift at joint 2 and 1382 lb uplift at joint 8. 7) Girder carries hip end with 7-0-0 end setback. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 475 lb down and 442 lb up at 14-4-0, and 475 lb down and 442 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of Others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-54, 4-6=-113(F=-59), 6-9=-54, 2-12=-20, 10-12=-42(F=-22), 8-10=-20 Concentrated Loads (lb) Vert: 12=-475(F) 1 0=-475(F) i I' Job uss Truss Type Qty Ply DAMS RES MASTER �T'02 GABLE 1 1 007 Job Reference o tional Randall Byrd, .E. #23451 2325 Jason St, Merritt Island FI. 32952 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 14:22:35 2006 Page 1 1-1-4-0, 7-6-6 14-3-0 20-11-10 28-6-0 29-10-Q + 1-4-0 7-6-6 6-8-10 6-8-10 7-6-6 1-4-0 Sw1e = 1:50.4 4x6 MI120= 4.00 Ff2 4 2x4 M112011 Zx4 MII2011 2x4 MII2011 2x4 MII2011 Sx6 M11201 5A MII20� 3 5 2x4 MII201I 26 27 2x4 M112011 2x4 M 12c It 2x4 M112011 12011 2 6 d 2.4 M112011 11 34 M1120= 12 lu 3x6 M1120= 2x4 M112011 5.8 M1120= 2.4 M112011 2x4 M112011 2x4 M112011 Zx4 M112011 7-6-0 14-3-0 21-0-0 28-6-0 I 7-6-0 6-9-0 6-9-0 7-6-0 Plate Offsets X,Y : 3:04-0,0-3-0 , 4:0-3-0,0-2-8 , 5:0-4-0,0-3-0 , 6:0-2-12,0-1-8 , 10:0-2-4,0-1-0 , 11:04-0,0-3-0 LOADING(psf) SPACING 2-O-0 CSI DEFL in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.13 2-12 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.21 2-12 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.03 10 n/a n/a BCDL 10.0 Cade FBC2004/TPI2002 (Matrix) Weight: 149 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=802/0-8-0, 10=1247f7-10-0, 9=-126R-10-0, 8=173/7-10-0, 6=151n-10-0 Max Horz2=-103(load case 5) Max Uplift2=-639(load case 4), 10=-821(load case 5), 9=-137(load case 2), 8=-82(load case 7), 6=-210(load case 7) Max Grav2=802(load case 1), 10=1247(load case 1), 9=63(load case 7), 8=204(load case 2), 6=204(load case 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-26=1499/1216, 3-26=-1381/1227, 3-4=-699/668, 4-5=-701/669, 5-27=-207/395, 6-27=-225/327, 6-7=0/21 BOT CHORD 2-12=-1011/1357, 11-12=-1012/1350, 10-11=-310/338, 9-10=-310/338, 8-9=-310/338, 6-8=-310/338 WEBS 3-12=0/299,3-11=-822/764,4-11=0/215,5-11=-681/979,5-10=-1063/1031 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; partially; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 639 lb uplift at joint 2, 821 lb uplift at joint 10, 137 lb uplift at joint 9, 82 lb uplift at joint 8 and 210 lb uplift at joint 6. LOAD CASE(S) Standard I i Job Truss Truss Type Qty Ply DAVIS RES MASTER T03 COMMON 2 1 008 Job Reference o tional andall Byrd, .E. #23451 2325 Jason St, Merritt Island FI.32952 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 14:22:36 2006 Page 1 -1-4-01 7-6-0 14-3-0 21-0-0 28-6-0 2T0- + 1-4-0 7-6-0 6-9-0 6-9-0 7-6-0 1-4-0 Scale = 1:50.4 44 M1120= 4.00 12 4 5x8 M11M0 5x8 M1120� 3 5 1 12 2 6 d r 3.6 M1120= 10 B 3x6 M1120= 2x4 M1120II 5x8 M1120= 2x4 M112011 7-6-0 14-3-0 21-0-0 28-6-0 I 7-6-0 6-9-0 6-9-0 7-6-0 Plate Offsets 3:0-4-0,0-3-0 , 4:0-3-0,0-2-8 , 5:0-4-0,0-3-0 , 8:0-2-4,0-1-0 , 9:0-4-0,0-3-0 , 10:0-2-4,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.13 2-10 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.44 Vert(TL) -0.21 2-10 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2004(rPI2002 (Matrix) Weight: 125lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purtins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=800/0-8-0, 8=1244/0-8-0, 6=196/0-8-0 Max Horz2=-103(load case 5) Max Uplift2=-639(load case 4), 8=-807(load case 5), 6=246(load case 7) Max Grav2=800(load case 1), 8=1244(load case 1), 6=254(load case 11) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-11=1496/1218, 3-11=1379/1229, 3-4=-690/667, 4-5=-691/668, 5-12=-232/424, 6-12=-250/352, 6-7=0/22 BOT CHORD 2-10=-1014/1354, 9-10=1014/1348, 8-9=-298/321, 6-8=-332/361 WEBS 3-10=0/302, 3-9=-826f767, 4-9=0/209, 5-9=-664/952, 5-8=-1069/1028 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; partially; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 639lb uplift atjoint 2, 807 lb uplift at joint 8 and 246 lb uplift at joint 6. LOAD CASE(S) Standard i i Job Truss ssType Oty Ply RES MASTER T04 MMON Pou 1 �00AVIS 09 Job Reference (optional) Randall Byrd, P.E. #23451 2325 Jason St, Merritt Island Fl. 32952 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 14:22:38 2006 Page 1 -1-4-0 , 3-10-14 7-3-12 10-7-8 14-3-0 17-10-8 214-0 1-4-0 3-10-14 3-4-14 3-3-12 3-7-8 3-7-8 3-5-8 Scale = 1:38.0 4x8 M1120= 4.00 12 e 18 3x8 M1120� 3x4 M11200. 5 7 5z8 M1120 4 4.6 M1120Z� 8 15 3x4 M1120� 3 2 d 14 13 17 18 12 19 11 20 10 4z10 21 M1120= 2 x4 M112011 Bx8 M1120= WOM1120= 5x8 M1120= 44 M1120= 3x8 M112011 3-10-14 7-3-12 1 10-7-8 14-3-0 17-10-8 21-4-0 3-10-14 3-4-14 3-3-12 3-7-8 3-7-8 3-5-8 Plate Offsets 4:0-3-0,0-3-0 , 5:0-2-4,0-1-8 , 8:0-3-0,0-1-12 , 9:0-5-0,0-1-8 , 10:0-2-8,0-2-0 , 11:04-0,0-2-12 , 12:0-5-0,0-4-8 , 13:0-3-8,0-3-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) 0.2912-13 >849 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.37 12-13 >681 180 BCLL 10.0 Rep Stress Incr NO WB 0.79 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 415lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-13 oc pudins, except end vertical BOT CHORD 2 X 6 SYP No.1 D *Except* BOT CHORD Rigid ceiling directly applied or 9-3-8 oc bracing. 9-12 2 X 6 SYP No.2 WEBS 2 X 4 SYP No.3 *Except* 8-9 2 X 4 SYP No.2 REACTIONS (lb/size) 2=5597/0-8-0, 9=7419/0-8-0 Max Horz2=248(load case 3) 'Max Uplifi2=4462(load case 3), 9=-5598(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26, 2-3=-15157/11915, 3-15=-16137/12765, 4-15=-16107/12770, 4-5=-12355/9729, 5-6=-8252/6459, 6-16=8197/6464, 7-16=-8247/6457,7-8=-6648/5060,8-9=-6576/5015 BOT CHORD 2-14=-11395/14262, 13-14=-11395/14262, 13-17=-12082/15152, 17-18=-12082/15152, 12-18=12082/15152, 12-19=-9226/11700, 11-19=-9226/11700,11-20=-4747/6252,10-20=-4747/6252,10-21=-200/260,9-21=200/260 WEBS 3-14=-590/554,3-13=-939/1224,4-13=-2873/3575,4-12=-4319/3573,5-12=-3903/4890,5-11=-5396/4405,6-11=-3810/4907, 7-11=-1811/2209,7-10=206211748,8-10=-5606/7382 NOTES 1) 3-ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-4-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc, Except member 4-13 2 X 4 - 2 rows at 0-6-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; partially; MWFRS gable end zone, Lumber DOL=1.60 plate grip DOL=1.60. 5) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4462 lb uplift at joint 2 and 5598 lb uplift at joint 9. 60 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2661 lb down and 2223 lb up at 7-1-8, 1246 lb down and 983 lb up at 8-3-0, 1246 lb down and 987 lb up at 10-3-0. 1246 lb down and 992 lb up at 12-3-0, 1246 lb down and 999lb up at 14-3-0, 1246 lb down and 909 lb up at 15-11-4, and 1246 lb down and 892 lb up at 17-11-4, and 1246 lb down and 892 lb up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) I Concentrated Loads (lb)V- J J- Vert:13=-2661(8) 11 =-I 246(8) 10=-1 246(B) 17=-1246(B) 18=-1 246(B) 19=-1246(8) 20=-1 246(B) 21=-1246(B) Job Truss Type Qty Ply DAMS RES MASTER T05 7MON10,HIP 1 2 010 Job Reference (optional) Randall Byrd,`P.E. #23451 2325 Jason St, Merritt Island Fl. 32952 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 14:22:39 2006 Page 1 0-4-9 3-10-14 7-0-0 14-0-2 20-10-8 27-8-14 34-9-0 1-4-0 3-10-14 3-1-2 7-0-2 6-10-6 6-10-6 7-0-2 Scale = 1:61.3 5.10 M1120H= 3x4 M1120= 5x8 M1120= 3x6 M1120= 5x6 M1120= 4.00 12 4 5 6 7 8 2x4 MI120� 3 2 d 12 11 10 9 4x6 M1120= 13 3x4 M1120= 5.8 M1120= 4x10 M1120= 5.8 M1120= US M112011 7-0-0 14-0-2 20-10-8 27-8-14 34-9-0 r � 7-0-0 7-0-2 6-10-6 6-10-6 7-0-2 Plate Offsets X, 2:0-2-10,0-0-2 , 4:0.6-4,0.2-4 , 6:0.40,0.3-Oj, [/:0 2-12 0-1-8], 8:-2-12,0-2-0 , 9:0-34,0.1-8 , 10:0.3-12,0-3-0 , 12:0-4-0,0-3-0 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.92 11-12 >446 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -1.14 11-12 >360 180 M1120H 1871143 BCLL 10.0 Rep Stress Ina NO WB 0.90 Horz(rL) 0.17 9 n/a n/a BCDL 10.0 Code FBC2004rrP12002 (Matrix) Weight: 335 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, except end verticals BOT CHORD 2 X 4 SYP No.2 `Except* BOT CHORD Rigid ceiling directly applied or 5-0-4 oc bracing. 10-12 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 `Except* 4-12 2 X 4 SYP No.2; 5-11 2 X 4 SYP No.2, 7-11 2 X 4 SYP No.2 8-10 2 X 4 SYP No.2 REACTIONS (lb/size) 9=2681/Mechanical, 2=2629/0-8-0 Max Horz2=201(load case 3) Max Uplifl9=-2217(load case 3), 2=-2216(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=-6635/5487, 3-4=-6955/5802, 4-5=-9665/8051, 5-6=9593r7955, 6-7=-9593/7955, 7-8=-6325/5226, B-9=-2518/2225 BOT CHORD 2-13=5223/6153, 12-13=-5608/6650, 11-12=-8105/9707, 10-11=-5334/6431, 9-10=-231/275 WEBS 3-13=-460/494, 4-13=-279/534, 4-12=-2618/3188, 5-12=-751/949, 5-11=-120/189, 6-11=-759/936, 7-11=-2773/3345, 7-10=-1872/1887, 8-10=-5296/6414 NOTES 1) 2-ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-02; 120mph (3-second gust), h=25ft; TCDL=4.2psf, BCDL=3.Opsf; Category 11; Exp B; partially, MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.60. 4) Provide adequate drainage to prevent water ponding. 5) `This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 6) All plates are MT20 plates unless otherwise indicated. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2217 lb uplift at joint 9 and 2216 lb uplift at joint 2. 9) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 475 lb down and 442 lb up at 7-0-0 on bottom chord. The design/selection of such connection"device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-8=-112(F=-58), 2-13=-20, 9-13=-42(F=-22) Concentrated Loads (Ib) Vert:13=-475(F) Job Truss Truss Type Oty Ply DAVIS RES MASTER T06 MONO HIP 1 1 011 Job Reference (optional) Randall Byrd, .E. #23451 2325 Jason St, Merrill Island Fl. 32952 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 14:22:40 2006 Page 1 r1-4-0, 4-6-0 8-2-4 14-10-13 21-5-10 28-0-7 34-9-0 1-4-0 4-6-0 3-8-4 6-8-9 6-6-13 6-6-13 6-8-9 Scale = 1:61.3 4x10 MII20= 3x4 M1120= 5x6 M1120= US M1120= 5x6 M1120= 4.00 F12 4 5 6 7 6 2x4 M1120�zz 14 3 2 b US M1120� 13 12 11 10 9 Sx6 M1120= 3x4 M1120= 5x8 M1120= 3x8 M1120= US M112011 8-2-4 14-10-13 21-5-10 28-0-7 34-9-0 I 8-2-4 6-8-9 6-6-13 6-6-13 6-8-9 Plate Offsets 2:0-3.14,0-1-8 , 4:0-5-8,0-2-0 , 6:0-3-0,0-3-0 , 8:0-2-12,0-2-4 , 10:0-3-4,0-1-8, 11:0-4-0,0-3-0 , 12:0-1-12,0-1-8 , 13:0-3-0,0-3-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.6611-12 >620 240 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.85 11-12 >484 180 BCLL 10.0 Rep Stress Incr YES WB 0.97 Horz(fL) 0.15 9 n/a n/a BCDL 10.0 Code FBC2004frP12002 (Matrix) I Weight: 171 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purtins, except end vertical BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-6-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 8-10 REACTIONS (lb/size) 9=1266/Mechanical, 2=1360/0-8-0 Max Horz2=229(load case 4) Max Uplif19=-977(load case 4), 2=-1081(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=-3158/2521, 3-14=3010/2373, 4-14=-2956/2379, 4-5=3903/3140, 5-6=-3782/3014, 6-7=-3782/3014, 7-8=-2510/1994, 8-9=1191/1009 BOT CHORD 2-13=-2503/2925, 12-13=-2319/2852, 11-12=-3140/3903, 10-11=1994/2510, 9-10=-79/100 WEBS 3-13=-88/230,4-13=-33/311,4-12=-921/1136,5-12=310/392,5-11=-131/136,6-11=-350/414,7-11=-1108/1380,7-10=-894/862,8-10=-2078/2615 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; partially; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) Provide adequate drainage to prevent water ponding. 3)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 977 lb uplift at joint 9 and 1081 lb uplift at joint 2 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DAVIS RES MASTER T07 MONO HIP 1 1 012 Job Reference (optional) Randall Byrd, P.E. #23451 2325 Jason St, Merritt Island Ff. 32952 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 14:22:41 2006 Page 1 r1-4-9 5-6-0 10-2-4 16-4-13 22-5-10 28-6-7 34-9-0 1-4-0 5-6-0 4-8-4 6-2-9 6-0-13 6-0-13 6-2-9 Scale = 1:61. 4x10 MII20= 3x4 M1120= 5x6 MI120= Us M1120= 4x6 MII20= 4 4.00 12 5 6 16 7 6 3x4 M1120 15 3 2 d Us M1120� 14 13 12 11 10 9 2x4 M112011 54 M1120= 3x4 M1120= 5x6 M1120= 3x6 MI120= 34MI12011 5-6-0 10-2-4 16-4-13 22-5-10 28-6-7 34-9-0 5-6-0 4-8-4 6-2-9 6-0-13 6-0-13 6-2-9 Plate offsets 2:0 3 14,0 1-8 , 4:0 s 8,a2 0 , 6:0-3-0,0-30 , 6:0-3-0,0-1-12 , 10:0-2-0,0-1-8 , 11:0-4-0,0-30 , 13:0-3-0,0-3-0 LOADING(psf) SPACING 2-D-0 CSI DEFL in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.48 12 >863 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.59 11-12 >694 180 BCLL 10.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.14 9 n/a n/a BCDL 10.0 Code FBC2004rrP12002 (Matrix) Weight: 178 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 9=1266/Mechanical, 2=1360/0-8-0 Max Horz2=276(load case 4) Max Uplif19=-981(load case 4), 2=1077(load case 4) BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc pudins, except end BOT CHORD Rigid ceiling directly applied or 3-11-0 oc bracing. WEBS 1 Row at midpt 8-10 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22,2-3=-3216/2505,3-15=-2808/2240,4-15=2735/2248,4-5=-3200/2601,5-6=-2944/2370,6-16=-2944/2370,7-16=-2944/2370,7-8=-1901/1522,8-9=-ll99/1016 BOT CHORD 2-14=-2538/2979,13-14=-2538/2979,12-13=-2196/2641,11-12=-2601/3200,10-11=-1522/1901,9-10=-49/62 WEBS 3-14=0/190, 3-13=-374/371, 4-13=-114/333, 4-12=-528/638, 5-12=-189/296, 5-11=294/266, 6-11=-323/381, 7-11=-975/1198, 7-10=-926/884, 8-10=-1692/2113 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; partially; MWFRS gable end zone and C-C Exterior(2) zone, Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) Provide adequate drainage to prevent water ponding. 3)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 981 lb uplift at joint 9 and 1077 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply DAVIS RES MASTER T08 MONO HIP 1 1 013 Job Reference o tional andall Byrd, .E. #23451 2325 Jason St, Merritt Island A. 32952 6.200 Is Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 14:22:41 2006 Page 1 F1-4-9 6-6-0 12-2-4 19-9-1 27-2-3 34-9-0 1-4-0 6-6-0 5-8-4 7-6-13 7-5-1 7-6-13 Sple = 1:61.3 400 M1120= 2x4 M112011 5x8 M1120= 4x6 M1120= 4 5 6 14 7 4.00 12 3x4 M11205� 3 13 2 d 3x8 M1120'% 12 11 10 9 8 2x4 M112011 5x6 M1120= 5x8 M1120= 3x6 M1120= 3x8 M1120 II 6-6-0 12-24 19-9-1 27-2-3 34-9-0 6-6-0 5-84 7-6-13 7-5-1 7-6-13 Plate Offsets ,Y : 2:0-3-14,0.1-8 4:0-5-8,0-2-0 , 6:0-40,0-3-0 , :Ed e,0-1-12 , 8:0-3-4,0-1-8 , 9:0-2-0 0-1-8 , 10:0-4-0,0.3-0 , 11:0-3-0,0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/dett Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) 0.3910-11 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.54 10-11 >767 180 BCLL 10.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.12 8 n/a n/a BCDL 10.0 Code FBC2004frP12002 (Matrix) Weight: 177 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-11 oc purlins, except end BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-10-5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 7-8, 7-9 REACTIONS (lb/size) B=1266/Mechanical, 2=1360/0-8-0 Max Horz2=323(load case 4) Max Uplifl8=-986(load case 4), 2=-1072(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=-3195/2490, 3-13=2626/2091, 4-13=2618/2106, 4-5=-2673/2188, 5-6=-2674/2189, 6-14=1867/1508, 7-14=-1867/1508, 7-8=-1187/1028 BOT CHORD 2-12=-2567/2958, 11-12=2567/2958, 10-11=-2073/2461, 9-10=-153911897, 8-9=-59f74 WEBS 3-12=0/237, 3-11=-543/534, 4-11=-153/417.4-10=-238/241, 5-10=-401/473, 6-10=-747/891, 6-9=-848/860, 7-9=1655/2049 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=25ft, TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; partially; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) Provide adequate drainage to prevent water ponding. 3)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 986 lb uplift at joint 8 and 1072 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qry Ply DAVIS RES MASTER T09 MONO HIP 1 1 014 Job Reference (optional) andall Byrd, P.E. #23451 2325 Jason St, Merritt Island Fl. 32952 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 14:22:42 2006 Page 1 r1-4-9 7-6-0 14-2-4 21-1-1 27-10-3 34-9-0 1-4-0 7-6-0 6-8-4 6-10-13 6-9-1 6-10-13 Scale = 1:61. 400 MI120= 4.00 12 2x4 M112011 Sz6 M1120= 4x6 M1120= 4 5 6 7 WMII20� 14 3 2 101 US M1120� 13 2A M112011 12 3A M1120= 11 3A M1120= 10 5x8 M1120= 9 6 U6 M1120= M M112011 7-6-0 14-2-4 21-1-1 27-10-3 34-9-0 7-6-0 6-8-4 6-10-13 6-9-1 6-10-13 Plate Offsets X,Y : 2:0-3-14,0-1-8 , 3:0-4-0.0-3-0 , 4:0-5-8,0-2-0 , 6:0-3-0,0-3-4 , :Ed e,0-2-0 , 8:0-3-4,0-1-8 , 9:0-2-8,0-1-8 , it0:0-4-0,0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.70 Vert(LL) 0.3511-13 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.4511-13 >920 180 BCLL 10.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.12 8 n/a n/a BCDL 10.0 Code FBC2004/rP12002 (Matrix) Weight: 182 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins, except end BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-8-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 7-8, 4-10, 7-9 REACTIONS (lb/size) 8=1266/Mechanical, 2=1360/0-8-0 Max Horz2=371(load case 4) Max Uplifi8=-993(load case 4), 2=-1065(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-14=-3161/2453, 3-14=-3031/2455, 3-4=2414/1937, 4-5=-2226/1845, 5-6=-2226/1845, 6-7=1493/1219, 7-8=-1195/1037 BOT CHORD 2-13=-2575/2923,12-13=-2576/2917,11-12=-2576/2917,10-11=-1918/2248,9-10=-1246/1520,8-9=-40/49 WEBS 3-13=0/296, 3-11=-729/711, 4-11=-213/464, 4-10=-42/89, 5-10=-359/421, 6-10=739/870, 6-9=-887/887, 7-9=1443/1767 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; partially; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) Provide adequate drainage to prevent water ponding. 3)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 993 lb uplift at joint 8 and 1065 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply RES MASTER T10 HIP 1 1 FDAVIS Reference (optional) Randall Byrd, P.E. #23451 2325 Jason St, Merritt Island R. 32952 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 14:22:43 2006 Page 1 r1-4-q 8-4-2 15-10-8 19-5-8 26-11-14 34-9-0 1-4-0 8-4-2 7-6-6 3-7-0 7-6-6 7-9-2 Scale = 1:60.8 4x10 M1120= Wit M1120= 4.00 12 4 5 5x8 M1120� US M1120� 3 6 15 16 7 2 e j1 d Us MII20� ib 13 12 11 10 9 3x4 M11200010 MII20= 2.4 M112011 Us M1120= 3x4 M1120= 3x8 M1120= Us M1120= 2x4 M112011 3x4 M1120� 8-4-2 15-10-8 19-5-8 26-11-14 34-9-0 8-4-2 7-6-6 3-7-0 7-6-6 7-9-2 Plate Offsets 2:0 3 14,0 1 8 , 3:0 4 0,0 3 4 , 4:0-5-8,0-2-0 , 5:0-5-0,0-1-13 , 6:04-0,0-3-0 , 8:0-0-8,0-2-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.38 12 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.54 12-14 >766 180 BCLL 10.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.17 8 n/a n/a BCDL 10.0 Code FBC2004/rP12002 (Matrix) Weight: 169lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-10-3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-12 SLIDER Right 2 X 4 SYP No.2 3-10-11 I REACTIONS (lb/size) 2=1360/0-8-0, 8=1266/Mechanical Max Horz2=125(load case 4) Max Uplift2=-1024(load case 4), 8=-903(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-15=-3131/2551, 3-15=3000/2563, 3-4=-2222/1923, 4-5=-2058/1913, 5-6=-2222/1923, 6-16=-2865/2470, 7-16=-2867/2467, 7-8=-2978/2453 BOT CHORD 2-14=-2304/2892, 13-14=-2305/2886, 12-13=-2305/2886, 11-12=1499/2052, 10-11=-2202/2744, 9-10=-2202/2744, 8-9=-2200/2749 WEBS 3-14=0/349, 3-12=-909/B68, 4-12=-270/432, 4-11=-198/215, 5-11=-231/403, 6-11=-769/752, 6-9=0/311 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02: 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; partially; MWFRS gable end zone and C-C Extedor(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) "This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1024 Ib uplift at joint 2 and 903 lb uplift at joint 8. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DAVISRES MASTER T11 COMMON 2 1 016 Job Reference (optional) Randall Byrd, P.E. #23451 2325 Jason St, Merritt Island FI. 32952 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 14:22:44 2006 Page 1 r1-4-Q 6-5-3 12-0-9 17-8-0 23-3-7 28-10-13 34-9-0 1-4-0 6-5-3 5-7-7 5-7-7 5-7-7 5-7-7 1 5-10-3 Stele =1:60. 4x6 MII20= 4.00 12 6 3x4 MII20� 3x4 M1120� 4 6 5x6 M1120� 5x6 MII20� 3 74 15 7 2 e �1 a 3x6 M1120� 13 3x4 M1120= 12 3x6 M1120= 11 Us M1120= 10 9 3x6 M1120= 3x4 M1120= 4x6 M1120= 9-2-14 17-8-0 26-1-2 34-9-0 9-2-14 8-5-2 8-5-2 8-7-14 Plate Offsets ,Y : 2:0-3-14,0.1-8 , 3:0.3-0,0-3-0, 5:0-3-0.0.2-8 , :0-3-0,0.3-0 , 8:0-0-6,0.1-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.41 11-13 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.94 Vert(TL) -0.5411-13 >758 180 BCLL 10.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.16 8 n/a n/a BCDL 10.0 Code FBC2004/rP12002 (Matrix) Weight: 161 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1 360/0-8-0. 8=1 266/Mechanical Max Horz2=135(load case 4) Max Uplift2=-1007(load case 4), 8=-886(load case 5) BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-5 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=-3162/2672, 3-14=-2879/2419, 4-14=-2869/2434, 4-5=2021/1822, 5-6=-2021/1822, 6-15=-2758/2391, 7-15=-2807/2377, 7-8=-3031/2590 BOT CHORD 2-13=-2425/2932, 12-13=1909/2425, 11-12=-1909/2425, 10-11=-1888/2391, 9-10=-1888/2391, 8-9=2334/2800 WEBS 3-13=321/453, 4-13=-270/504, 4-11=7047702, 5-11=-756/935, 6-11=668/675, 6-9=236/452, 7-9=-254/391 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; partially; MWFRS gable end zone and C-C Extedor(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1007 lb uplift at joint 2 and 886 lb uplift at joint 8. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DAVIS RES MASTER T12 COMMON 3 1 017 Job Reference (optional) andall Byrd,-F.E. #23451 2325 Jason St, Merritt Island FI. 32952 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 14:22:45 2006 Vag -el r1-4-9 6-5-3 12-0-9 17-8-0 23-3-7 28-10-13 35-4-0 1 1-4-0 6-5-3 5-7-7 5-7-7 5-7-7 5-7-7 6-5-3 Scab = 1:60.8 5x6 M1120= 4.00 f 12 5 3x4 M1120� 3x4 M1120� 4 6 5x6 M1120� 5x6 M1120� 3 14 15 7 2 8 d I 3x8 M1120% 13 12 11 10 B 3x8 M1120a 3x4 MII20= Us M1120= 3x8 MIRO= 3x6 MI120= 3x4 M1120= 9-2-14 17-8-0 26-1-2 35-4-0 9-2-14 8-5-2 8-5-2 9-2-14 Plate offsets 2:0 3 1a,0 1-8 , 3:a3 O,a3 4 , :0-3-0,0-3-4 , 8:0-3-14,0-1-6 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defi L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) 0.43 11-13 >962 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.57 11-13 >726 160 BCLL 10.0 Rep Stress Ina YES WB 0.61 Horz(TL) 0.17 8 n/a n/a BCDL 10.0 Code FBC2004frP12002 (Matrix) Weight: 163lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-8-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1375/0-8-0, 8=1281/0-8-0 Max Horz2=135(load case 4) Max Uplift2=1016(load case 4), 8=-898(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=-3205/2708, 3-14=-2923/2458, 4-14=-2873/2471, 4-5=-2066/1860, 5-6=-2066/1860, 6-15=-2890/2501, 7-15=-2940/2488, 7-8=-3218/2751 BOT CHORD 2-13=2459/2973, 12-13=1945/2467, 11-12=1945/2467, 10-11=-1956/2474, 9-10=-1956/2474, 8-9=-2504/2998 WEBS 3-13=-320/452, 4-13=-270/504, 4-11=703f701, 5-11=-779/962, 6-11=-712f715, 6-9=-297/508, 7-9=-333/474 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; partially; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1016 lb uplift at joint 2 and 898 lb uplift at joint 8. LOAD CASE(S) Standard I I i Job Truss Truss Type City Ply DAMS RES MASTER T13 HIP 1 1 018 Job Reference (optional) Randall Byrd; .E. #23451 2325 Jason St, Merritt Island FI. 32952 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 14:22:45 2006 Page 1 L 6-2-8 11-7-4 17-0-0 18-4-Q 23-8-12 29-1-8 35-4-0 $6-8-Q 6-2-8 5-4-12 5-4-12 1-4-0 5-4-12 5-4-12 6-2-8 1-4-0 Scale = 1:60. 5x6 M1120= 5.6 M1120= 4.00 12 4 5 3x4 M1120; 3x4 M1120� 3 6 5x6 M1120� 5x6 M1120� 16 2 17 7 1 6 d 3x8 M1120� 15 101 14 13 12 9 la 3x4 M1120= 3x6 M1120= 3x4 M1120= 11 10 3x6 MI120= 3x4 M1120= 3x8 M11201 3x4 MII20= 8-10-14 17-0-0 18-4-9 26-5-2 35-4-0 8-10-14 8-1-2 1-4-0 8-1-2 8-10-14 Plate Offsets X,Y : 1:0-3-14,0-1-8 , 2:0-3-0,0.3.0 , :0-3-0,0-3-0 , 8:0-3-14,0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.42 13 >989 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.75 Vert(TL) -0.58 10-12 >719 180 BCLL 10.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.17 8 n/a n/a BCDL 10.0 Code FBC2004/rP12002 (Matrix) Weight: 169lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1=1281/0-8-0, 8=1375/0-8-0 Max Horz 1=-131(load case 5) Max Upliftl=-904(load case 4), 8=-1022(load rase 5) BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purtins. BOT CHORD Rigid ceiling directly applied or 3-9-11 oc bracing. FORCES Qb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3230/2748, 2-16=-2970/2503, 3-16=-2923/2516, 3-4=-2116/1889, 4-5=-1974/1861, 5-6=-2116/1890, 6-17=-2905/2483, 7-17=-2952/2470, 7-8=3215/2702, 8-9=0/22 BOT CHORD 1-15=-2463/3009, 14-15=1952/2518, 13-14=-1952/2518, 12-13=-1383/1974, 11-12=-1940/2511, 10-11=-1940/2511, 8-10=-2415/2982 WEBS 2-15=-304/444, 3-15=-276/493, 3-13=-717/707, 4-13=-374/476, 5-12=-380/480, 6-12=-709/692, 6-10=246/488, 7-10=-291/421 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; partially; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 904 lb uplift at joint 1 and 1022 lb uplift at joint 8. LOAD CASE(S) Standard Job Truss Truss Type ---tHIP Qty Ply T14 1 1 7DAMSMASTER nce (optional) Randall Byrd?P.E. #23451 2325 Jason St, Merritt Island Fl. 32952 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 14:22:46 2006 Page 1 1-4-9 7-10-14 15-0-0 20-4-0 27-5-2 35-4-0 36 8 Q 1-4-0 7-10-14 7-1-2 5-4-0 7-1-2 7-10-14 1-4-0 8w1e = 1:62.1 5.8 M1120= 4.00 F12 5x8 M1120= 4 5 5x8 M1120:� 5x8 MII20� 3 6 13 14 2 1 � 8 Id 3x8 M1120� 12 11 10 9 3x8 M1120� 2x4 M112011 Us M1120= 5x8 MI120= 20 M112011 7-10-14 15-0-0 20-4-0 27-5-2 35-4-0 7-10-14 7-1-2 5-4-0 7-1-2 7-10-14 Plate Offsets X, 2:0 3 14,0 1-8 , 3:0 4 0,0 3 0 , 4:0-5-4,0-2-8 , 5:0-4-0,0-2-3 , 6:0-4-0,0.3-0 , :0-3.14,0-1-8 , 10:0-2-12,0-30 , 11:0-3-0,0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) 0.42 10-11 >996 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.75 Vert(rL)-0.5511-12 >761 180 BCLL 10.0 Rep Stress Ina YES WE 0.86 Horz(rL) 0.17 7 n/a n/a BCDL 10.0 Code FBC20041TP12002 (Matrix) Weight: 165lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purfins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-11-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1373/0-8-0, 7=1373/0.8-0 Max Horz2=-107(load case 5) Max Uplift2=1039(load case 4), 7=-1039(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-13=-3186/2582, 3-13=-3063/2593, 34=-2356/2012, 4-5=2184/1990, 5-6=-2367/2020, 6-14=-3062/2593, 7-14=-3186/2582, 7-8=0/22 BOT CHORD 2-12=-2296/2946, 11-12=-2297/2940, 10-11=-1563/2186, 9-10=-2298/2939, 7-9=-2297/2946 WEBS 3-12=0/324, 3-11=-8267793, 4-11=-244/454, 4-10=-208/203, 5-10=-247/452, 6-10=-817/787, 6-9=0/321 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=3.Opsf; Category It: Exp B; partially; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1039 lb uplift at joint 2 and 1039 lb uplift at joint 7. LOAD CASE(S) Standard I I I I i Job Truss Truss Type city Ply DAVIS RES MASTER T15 HIP 1 1 020 Job Reference (optional) Randall Byrd*.E. #23451 2325 Jason St, Merritt Island A. 32952 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 14:22:47 2006 Page 1 r1-4-Q 6-10-14 13-0-0 17-8-0 22-4-0 28-5-2 35-4-0 36 8 Q 1-4-0 6-10-14 6-1-2 4-8-0 4-8-0 6-1-2 6-10-14 1-4-0 scale = 1:62.1 5x6 M1120= 3x4 M1120= 5x6 M1120= 4 5 6 4.00 12 3x4 101120� 3x4 M1120� 3 7 2 8 d1 9 I� a 3x8 M1120� 13 12 11 10 3x8 M1120, 2x4 M112011 7x10 M1120= 7x10M1120= 2x4 M112011 6-10-14 13-0-0 22-4-0 28-5-2 35-4-0 6-10-14 6-1-2 9-4-0 6-1-2 6-10-14 Plate Offsets : 2:0-3-14,0-1-8 , 4:0-3-4,0-2-8 , 6:0-3-4,0-2-8 , 8:0-3-14,0-1-8 , 11 D-4-12,Ed e , 12:0-4-12,Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) 0.4311-12 >976 240 MI120 249/190 TCDL 7.0 Lumber increase 1.25 BC 0.82 Vert(TL)-0.7411-12 >559 180 BCLL 10.0 Rep Stress Ina YES WB 0.49 Horz(TL) 0.17 8 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 166lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-0-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1373/0-8-0, 8=1373/0-8-0 Max Horz2=-96(load case 5) Max Uplift2=-1054(load case 4), 8=1054(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=3222/2609, 34=-2587/2148, 4-5=-2403/2105, 5-6=-2403/2105, 6-7=-2587/2148, 7-8=-3222/2609, 8-9=0/22 BOT CHORD 2-13=-2322/2985,12-13=-2322/2985,11-12=-1859/2517,10-11=-2322/2985,8-10=-2322/2985 WEBS 3-13=0/233, 3-12=-636/635, 4-12=-302/513, 5-12=-318/257, 5-11=318/257. 6-11=-302/513, 7-11=-636/635, 7-10=0/233 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; partially; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) `This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1054 lb uplift at joint 2 and 1054 lb uplift at joint 8. LOAD CASE(S) Standard II i Job Truss Truss Type Qty Ply DAVIS RES MASTER T16 HIP 1 1 021 Job Reference (optional) 'Randall Bym.1 P.E. #23451 2325 Jason St, Merrift Island Ft. 32952 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 14:22:48 2006 Page 1 r1-4-q 5-10-14 11-0-0 17-8-0 24-4-0 29-5-2 35-4 0 36 8 0 1-4-0 5-10-14 5-1-2 6-8-0 6-8-0 5-1-2 5-10-14 1-4-0 S-le = 1:62.1 Us M1120= 214 M112011 5x8 M1120= 4 5 6 4.00 12 3x4 M1120� 3x4 M1120� 15 16 3 7 2 8 B I� d axe M11205 14 13 12 11 10 Us M1120a 2x4 M112011 Us M1120= 3x8 M1120= 5x6 M1120= 2x4 M112011 5-10-14 11-0-0 17-8-0 24-4-0 29-5-2 35-4-0 5-10-14 5-1-2 6-8-0 6-8-0 5-1-2 5-10-14 Plate Offsets(X, : 2:0-314,0-1-8 , 4:0-5-4,0-2-8 , 6:0-5-4,0-2-8 , 8:0-3 14,0-1-8 , 11:0-3-0,030 , 13:0-3-0,0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) 0.49 12 >850 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.62 12-13 >671 180 BCLL 10.0 Rep Stress Incr YES WB 0.44 Horz(rL) 0.17 8 n/a n/a BCDL 10.0 Code FBC2004/rP12002 (Matrix) Weight: 168lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc pudins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-1-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1373/048-0, 8=1373/0-8-0 Max Horz2=-84(load case 5) Max Uplift2=-1067(load case 4), 8=-1067(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=-3248/2594, 3-15=-2771/2272, 4-15=-2693/2284, 4-5=3049/2580, 5-6=-3049/2580, 6-16=-2693/2284, 7-16=-2771/2272, 7-8=-32472594, 8-9=0/22 BOT CHORD 2-14=-2315/3009, 13-14=-2315/3009, 12-13=-1910/2603, 11-12=-19102603, 10-11=-2315/3009, 8-10=-2315/3009 WEBS 3-14=0/210, 3-13=-458/440, 4-13=1331364, 4-12=-460/658, 5-12=-376/432, 6-12=460/658, 6-11 =-1 331364, 7-11=-458/440, 7-10=0210 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; partially; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1067 lb uplift at joint 2 and 1067 lb uplift at joint 8. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DAVIS RES MASTER T17 HIP 1 1 022 Job Reference (optional) 7bndl,1 ByrdV.E. #23451 2325 Jason St, Merritt Island Fl. 32952 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 14:22:48 2006 Page 1 1r -4-Q 4-10-14 9-0-0 14-9-15 20-6-1 26-4-0 30-5-2 35-4-0 36 8 Q I � T� 1-4-0 4-10-14 4-1-2 5-9-15 5-8-3 5-9-15 4-1-2 4-10-14 1-4-0 Scale = 1:62.1 5x8 M1120= 5x8 MII20= 5x6 MII20= 2x4 MII2011 4.00 12 4 5 6 7 2x4 MII20O 15 16 2x4 MII20�; 3 8 2 e d1 loth b Us M1120� 14 13 12 11 Us M1120� 5x8 M1120= 3x4 M1120= 5x8 M1120= 3x4 M1120= 9-0-0 14-9-15 20-6-1 26-4-0 35-4-0 9-0-0 5-9-15 5-8-3 5-9-15 9-0-0 Plate Offsets ,Y : 2:0-3-14,0-1-8 ,[4:0-5-4,0-2-8][5:0-3-0,0-301 [7:0-5-4,0-2-8],[9:0-3-14,0-1-8 , 12:0 4-0,0-3-0, 14:0-4-0,0.3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.60 12-13 >694 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.75 Vert(TL) -0.77 12-13 >538 180 BCLL 10.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.18 9 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 168 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-10 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-10-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1373/0-8-0, 9=1373/0-8-0 Max Horz2=72(load case 4) Max Uplift2=-1078(load case 4), 9=4078(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=-3192/2612, 3-15=-2973/2378, 4-15=2906/2385, 4-5=-3588/2966, 5-6=3587/2964, 6-7=-3587/2964, 7-16=2906/2385, 8-16=-2973/2378, 8-9=3192/2612, 9-10=0122 BOT CHORD 2-14=-2336/2969, 13-14=-2050/2802, 12-13=-2692/3588, 11-12=-2050/2802, 9-11=2336/2969 WEBS 3-14=-196/312, 4-14=-59/337, 4-13=-755/989, 5-13=-357/381, 5-12=-86/84, 6-12=-317/364, 7-12=-754/989, 7-11=-59/337, 8-11=-195/313 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Ecp B; partially; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1078 lb uplift at joint 2 and 1078 lb uplift atjoint 9. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply DAMS RES MASTER T19 HIP 1 n 023 Job Reference (optional) andb-FByn^P.E. #23451 2325 Jason St, Merritt Island Fl. 32952 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 14:22:49 2006 Page 1 3-10-14 7-0-0 12-4-14 17-8-0 22-11-2 28-4-0 31-5-2 35-4-0 6-8- 3-10-14 3-1-2 5-4-14 5-3-2 5-3-2 5-4-14 3-1-2 3-10-14 1-4-0 scale = 1:eo. 5x8 M1120= 5x8 M1120= 4.00 12 3x4 MII20= 54 MII20= 3.4 MII20= 3 4 5 6 7 20 M1120C 2x4 MII20� 2 8 1 9 -44 d 76[r d 5x8 M1120= 15 14 13 12 11 5x6 M1120= 3x4 M1120= 5.8 M1120= 3x8 M1120= 5x8 M1120= 3x4 M1120= 7-0-0 12-4-14 17-8-0 22-11-2 28-4-0 35-4-0 7-0-0 5-4-14 5-3-2 5-3-2 5-4-14 7-0-0 Plate Offsets 1:0-3-3,Ed e , 3:0-5.8,0-2-8 , [5:0-3.0,030], :015-8,0.2-8 , 9:0-3-3,Ed e , 12:0-4-0.0-3-0 , 14:0-4-0,0-3-0 LOADING(psf) SPACING 2-40 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) 0.96 13 >434 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -1.16 13 >358 180 BCLL 10.0 Rep Stress Incr NO WB 0.50 Horz(TL) 0.22 9 n/a n/a BCDL 10.0 Code FBC2004/iP12002 (Matrix) Weight: 333 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc puriins. BOT CHORD 2 X 4 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or -1-1 -8 oc bracing. 12-14 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=2607/0-8-0,9=2702/0-8-0 Max Horz 1 =-73(load case 4) Max Uplift1=2159(load case 3), 9=-2277(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=6899/5759, 2-3=-7130/5964, 3-4=-9566/8012, 4-5=-10439/8697, 5-6=-10439/8697, 6-7=-9557f7989, 7-8=-7107/5927, 8-9=-6853/5692, 9-10=0/22 BOT CHORD 1-15=-5350/6411, 14-15=-5606/6801, 13-14=-7872/9565, 12-13=-7813/9556, 11-12=-5510/6779, 9-11=-5218/6361 WEBS 2-15=-347/568, 3-15=-336/547, 3-14=-2536/3092, 4-14=-1022/1085, 4-13=-806/1018, 5-13=-580f715, 6-13=-815/1025, 6-12=-1024/1089. 7-12=-2547/3100, 7-11=-313/530, 8-11=-361/5 1 NOTES 1) 2-ply truss to be connected togetherwith 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11, Exp B; partially; MWFRS gable end zone; Lumber DOL=1.60 j plate grip DOL=1.60. 5) Provide adequate drainage to prevent water ponding. 6) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r rov. e mechan.cal conncVuvn tuy others) vi truss to vednng plate capable of withstanding 2159 lb uplift at joint! and 2277 lb uplift at Joint 9. 8) Girder carries hip end with 7-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 475 lb down and 442 lb up at 28-4-0, and 475 Ib down and 442 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. i LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-113(F=-58), 7-10=-54. 1-15=-20. 11-15=-42(F=-22), 9-11=-20 Concentrated Loads (lb) Vert: 15=-475(F) 11=-475(F) Job Truss Truss Type Oty Ply DAVIS RES MASTER T20 COMMON I 1 1 024 Job Reference (optional) RaneJOPBy4.E. P#23451 2325 Jason St, Merritt Island FI. 32952 44 MII20= 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Jul 11 14:22:50 2006 Page 1 2-2-0 4-4-0 2-2-0 2 2-2-0 Scale = 1:7.0 4.00 12 3 1 F-1 2x4 M112011 4 2x4 M1120= 2x4 M1120= 2-2-0 4-4-0 2-2-0 2-2-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) 0.01 4 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(rL) 0.01 4 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.06 Horz(rL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 14 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1=221/0-8-0, 3=221/0-8-0 Max Horz1=-13(load case 5) Max Uplift1=169(load case 6), 3=-169(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=396/423, 2-3=-396/423 BOT CHORD 1-4=-352/353, 3-4=-352/353 WEBS 2-4=153/196 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02: 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; partially; MWFRS automatic zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) "This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169lb uplift at joint 1 and 169lb uplift at joint 3. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 194 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 i Uniform Loads (pip Vert: 1-2=-54, 2-3=-54, 1-3=-20 Concentrated Loads (lb) Vert: 4=- 1 70(F) j I