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233 Belgian Way - BR02-000929 - SFRPERMIT ADDRESS a3 CONTRACTOR iV111TIR PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407) 857-9101 CBC 055300 PROPERTY OWNER PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR r PLUMBING CONTRACTOR Oua 114 MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION 6o us ("Ire-) PERMIT # ' Cj DATE PERMIT DESCRIPTION PERMIT VALUATION, t> SQUARE FOOTAGE d d cn 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 P 233 BELGIAN WAY CITY STATE • ZIP CODE Company NAIC Number SANFORD FL 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. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL ; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (inducting basement or endosure) of the building is _ ft.(m) _in:(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8with openings. (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local offidal must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B; C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or oommunity- issued BEE) or Zone AO must sign here. The statements in Sections A, B,.C, and E arecorrect to the bestof my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here ifattachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by lawnordinance to administerthe community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete theapplicable item(s) and;sign below. G1. The informatio6ln cli&6 C was,laker;frorn other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law too6lify elevation,infonation. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official cc;mple, Section E for a building located in Zone A (without a FEMA-issued or community issued BFE) or Zone A0. G3. The following information (Items 64; 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 ofas -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: — G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 n NATIONAL FLOOD INSURANCE PROGRAM Expi ips July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 233 BELGIAN WAY CITY STATE ZIP CODE SANFORD FI_ PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 87, BAKERS CROSSING, PHASE 1 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (type): or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SEMINO EO INITY NACOUYME & COMMUNITY NUMBER I BEMINOETM NAME I BLORIDA3. E B4. MAP AND PANEL B5. SUFFIX 67. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 0045 E 4/17/95 4/17/95 A 24.5' B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum usedfor the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): 612. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' ® Building Under Construction' Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram rnost similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convertthe datum to that used for the BFE. Show field measurements and datum conversion calculation. Usethe space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ Conversion/Comments _ Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 31. 0 ft.(m)cmu o b) Top of next higher floor N/A. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. _ft.(m) o d) Attached garage (fop of slab) 30. 6 ft.(m) E o e) Lowest elevation of machinery and/or equipment servicingthe building Describe in a Comments area 30.5 ft. m9( ) O E ro .... r o f) Lowest adjacent (finished) grade (LAG) 29.0 ft.(m) Z U' o g) Highest adjacent (finished) grade (HAG) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that env false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH ST ETAERE.180 ORLANDO FL 32801 SIGNATURE DATE TELEPHONE I 1 AIVi 4 1 a 1Y: 10/21 /02 (407) 4264979 FEMA Form 81-31. JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS LMBC0401 CITY OF SAMFORD 10/22/02 Address Misc. Information Maintenance 08:21:33 Location ID . . . . . . 230085 Parcel number . . . . 18.20.31. - - Alternate location ID . Location address . . . . 233 BELGIAM WAY Primary related party SAMDRA MILLER Type information, press Enter. Special notesSequenceCode(F4) App Free -form information Date 1.00 CSUC UT LOT 87* 6120 2.00 CSUC UT SW DEU FEE $1700 00 WA DEU FEE $650 00 61202 3.00 CSUC UT BP02-929 PD 6-10-02 SEE REC#5343 61202 4.00 CSUC UT 3/4" WA METER SET FEE $190.00 PD 6-10-02 61202 5.00 CSUC UT REC#5343 61202 6.00 _ 7.00 8.00 _ 9.00 10.00 F2=Address F3=Exit F10=Subdiusion Motes F5=Motes display F6=Change display F12=Cancel F16=Related pty data More... F9=Parcel Motes REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPAN o P OFOSANFORU SINGLE FAMILY RESIDENCE**** OCT 2 4 2002VEDDATERmeCE Em N _ PERMIT # ua— ADDRESS SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fax: (407) 321-3579 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Public Works Utilities Conditions: (to be completed only if approval is conditional) Fema Rec'd Cert. of Elev. Rec'd Bldg. Inspector Apprvd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATE\(;-a\--C),Q PERMIT # C a-(: 0(-'A ADDRESS _L SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407) 632-4698 (Tom) Fax: _(407) 321-3579a. w a psa-a Q,tOUl i IoJ CITY OFSANFORI OCT 2 3 2002 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Public Works Si11"I-X 5 Utilities Conditions: (to be completed only if approval is conditional) Fema Rec'd Cert. of Elev. Rec'd Bldg. Inspector Apprvd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE— * {, DATE 1C)-a PERMIT # d -(: 0 `I ADDRESS :JCi t4t: SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fax: (407) 321-3579 r OCT 2 3 2002 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperate n. Engineering Public Works Utilities Conditions: (to be completed only if approval is conditional) Fema Rec'd Cert. of Elev. Rec'd Bldg. Inspector Apprvd CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that.th,e building located at 233 BELGIAN WAY for which permit 02-00000929 has heretofore been issued on 6/07/02 has been compldted according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: FIRE: Finaled Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In l tI 1 _j Lines In Meter Sewer i Set ~ Tap Reclaimed Water ENGINEERING: Drainage Maintenance Bond T PUBLIC WORKS: Street Name Signs Storm Sewer Street Work ZZ- Street Paved Street Lights Driveway FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 7/15/02 20.00 01-APPLCTN FEE -ELECTRIC 7/30/02 20.00 01-APPLCTN FEE -BUILDING 6/10/02 10.00 01-APPLCTN FEE -MECHANIC 8/20/02 10.00 01-APPLCTN FEE -PLUMBING 7/09/02 10.00 02-ENGNG DEVLPMT FEES 6/10/02 10.00 01-FIRE IMPACT - RESIDENT 6/10/02 59.27 01-LI13RARY IMPACT FEE 6/10/02 54.00 I CERTIFICATE OF OCCUPANCY / COMPLETION PAGE: 2 This is to certify that the building located at 233 BELGIAN WAY for which permit 02-00000929 has heretofore been issued on 6/07/02hasbeencompletedaccordingtoplansandspecificationsfiledinthe office of the Building Official prior to the issuance of said buildingpermit, to wit as complies with all thebuilding, :plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 6/10/02 279.61 6/10/02 91.93 6/10/02 12.27 6/10/02 847.00 6/10/02 12.28 6/10/02 1384.00 6/10/02 650.00 6/10/02 1700.00 OWNER L_. BUILDING OFFICIAL / TE a 3 A,4i1 g, 41-le-11, PLAT OF SURVEY DESCRIPTION: AS FURNISHED) LOT 87, BAKERS CROSSING PHASE I, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA TRACT A BELGIAN WAY 50' PLATTED RIGHT—OF—WAY A9 ryg. 9* 36'15 E _ _ 232_06' 146: 22 PI PT I 85. 14' CENTERLINE RIGHT- OF-WAY OF- 7 wl Inl 34.86' WALK IS Nlujzl" 1. 4' OFF S89' 36'15"E ti99 WALKIS1. 4' OFF 5 10' UTILITY EASEMENT GRAPHIC SCALE 0 15 30 N PRIVEWAY.' ., 1 S89.17'34"E 5. 0' 20. 0' o .L:;_:•. 0 15.0 15.0' N 25. 00' w a COVERED 5.0' i y O Q o ENTRY LLJ ONE STORY Q I z iD o- CONCRETE BLOCK RESIDENCE I N nv FINISH FLOOR 00 LOT 88 a EIEVATI0N=30.93 o I o z 233 BELGIAN WAY t m 0GI Or NO W w Z I y Q z I o N 10 o I 40. 0' I 5. 0' 15.0' COVERED V N a PATIO N I I Ioa iLOT 87 Jo DIN89' 23'38"W Q o I LL o60. 00' LOT 85 I LOT 86 I I I PI NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/ FOUND ON 10-18-02, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE. OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 04-17-95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN THE 100 YEAR FLOOD PLAIN ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. _ BEARINGS SHOWN HEREON ARE BASED ON THESOUTHERLYLINEOFLOT87BEING S 89'23'38" E PER PLAT. FIELD DATE:) 10-18-02 REVISED: SCALE: 1" = 30 FEET APPROVED BY: WRM FINAL 10-18-02/CC JOB NO. ASM33000 FOUNDATION 9-12-02/CC LOT PLAN 1-21-02 JML _ DRAWN BY: ERIAL PLOT PLAN 1-9-02 UB CERTIFIED TO OA--- 90*18'41" R= 25.00' L= 39.41' CB= S44'26'54"E C= 35.45' D. R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. TERRY KIDD AND VICKI KIDD LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION OCONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FNO T`OUND C/ W CONCRETE WALK S/ W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH S"EREET, SUITE 180 ORLANDO. FLORIDA 32801- ( 407) 426-7979 QFND NAIL AND DISC LB # 4671 (10/18/02) FND 5/8"IRON ROD AND CAP LB N4671 (10/18/02) CNA CORNER NOT ACCESSIBLE In, DENOTES DELTA ANGLE L DENOTES ARC LENGTH C. B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POI NTOF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/ C AIR CONDITIONER _ CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA "BOARD OF PROFESSIONAL SURVEYOR` ANL-- 61F,'P6RS IN CHAPTER 61G17— E`Fl.ORIJA_ ADkdINlS'T ATIVE CODE PURSUANT ` TO 'CHAPTER 472.027, FLORIDA STATUTES..' FOR r THE r FIRM VILUAM R. M SCATELLO JR. PSM/4 28 DATE State License Number CITY OF SANFORD r, PE-R]MI 3 A.','I-ICA T ION Permit Number: O Z Date: (o o Z The undersigned hereby /applies for a permit to install the following electrical: Owner's Name:. lAv(--icon Address of Job: F i/U 9 Electrical Contractor: 1Lt)0,-% t(S P-- Resic_;tial: Non Residential: Number Amount Addition., Alteration, Repair (Residential & Non -Residential) I New Residential: j A11,4P Service — 150 135• d New Commercial A MIP Service j Change of Service: From AMP Service to AMP Service j j Manufactured Building Other: Application tun.. — --- --- _ J1 u.00 I TOTAL JuE — ------------ 5 Uc7 By Sic.r;ing tt,!s pplication 1 am sl ting that I am in compliance vilh City of Sanford Electric-., Cede_ Applicant's Signature 2 — 00 t S2- q State License Number 0 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE II3ROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Cer•, ,pany NAIC Number 23f8ELGIAN WAY CITY STATE I ZIP CODE SANFORD FL i PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 87, BAKERS CROSSING, PHASE 1 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL t LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: I SOURCE: LJ GPS (Type): or ##.##71##°) NAD 1927 NAD 1983 USGS Quad Map Other: I SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bt. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE I FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AD, use depth of flooding) 0045 E 4/17/95 4/17/95 ! A 24.9 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.' AS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum'used for the BFE in B9: ® NGVD 1929 l`JAVD 1988 Other (Describe): B12. is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Prokcted Area (OPA)? Yes ®No Designafion Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings* Building Under Construction* Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, VI-V30, V (with BFE), AR, ARIA, ARIAE, AR/All-A30, ARIAH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the! atum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum ccrlversion calculation. Use the space provideI or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 30. 5 ft.(m) o b) Top of next higher floor N)A _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA. o o d) Attached garage (top ofslab) WA. _ft.(m) ,tv • — o e) Lowest elevation of machinery and/or equipment 8 2 8 y servicing the building (Describe in a Comments area) WA. fit(m) ! SAA o Q Lowest adjacent (finished) grade (LAG) WA. _ft.(m) z in o o g) Highest adjacent (finished) grade (HAG) WA. _fl.(m) (° o h) No. ofpermanent openings (flood vents) within 1 ft. above adjacent grade 0 o ) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best elforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME JAMES K. EKERN LICENSE NUMBER 5899 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH STREET, STE.180 ORLANDO FL 32801. URE DATE TELEPHONE,,,' 6/5/02 (407) 426-7979 t IMPORTANT: In these spaces, copy the corresponding information from Section A For Insuranoe Company Use: BUILDING STREET ADDRESS (Including Apt., Unit, Suite, andror Bldg. No.) OR P.O. ROUTE AND BOX NO] Policy Number XXX BELGIAN WAY i CITY STATE I ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITE(:T CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/cornpai,y, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTRI CC i Check here ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificatd. is intendedfor use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram mostsimilartothebuildingforwhich thiscertificateisbeing completed —see pages6and 7. Ifno diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is fL(m) _in.(crn) above or below (check one) the highest addacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (el(vation b) ofthe buildng is _ ft.(m) _in.(crm) above the highest addacent grade. Complete items C3.h and C3.i on front of form. i E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's flooddplain management ordinance? Yes No Unknown. The 1=1 official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REI)RESENTATIVE) CERTIFICATION The prop" owner or owner'sauthorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for ZoneA (without a FE 1A-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordnance to administer the community's floodplain rmarrgement ordinance can complete Sections A, B, C (or E), and G of this Ehration Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed bya licensed surveyor, engineer, or architectwho is authorized by state or local law to certify elevation information. Qndcate the source and date ofthe 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 orcommunity -issuedBFE) or ZoneAO. G3. The following information (Items G4-G9) is provided for community floodiphin management purposes. G4. PERMIT NUMBER I C5. DATE PERMIT ISSUED I G6. DATE G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments CITY OF SANPORD PLUMBING PERMIT APPLICATION Permit Number: Date: 0 The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: DR 1&e<roe-- s Address of Job: a- 3 Lis /Itr-l Gt/ t/ ®7 Plumbing Contractor: F-tw5 r Q(Ji¢,L/ l—//t Residential: ° Non -Residential: By Signing this application I am stating that I am in compliance with City of Sanford Plumbing Code. Applicant's Signature State License Number THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Hortonl Inc. . 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 NARYM NORSE, CLERK OF CIRCUIT CART SENINOLE COUNTY BK 04334 PO 1893 iCLERK'S # 2002S36875 RECORDED W/PS EW 12e4MS FIN RECORDING FEES L M RECORDED BY L Noodlfy NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Descrn ofproperty: Lot(sx$7J 93, 94, and 95 Bakers Crossing Phase I Plat Book 60, Page(s) 27- 29, Public Records of Semtn e County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton,' Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement:, (the expiration date is one (1) year from the date of recording unless a; different date is specified): D.R. Horton, Inc. by: Robert . Lawson, sststant ecretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,200- by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., eTaware Corporation, on behalt o the corporation. He/ She is;personally Gown to me. Notary Public, State and County Aforesaid o . PATRICIA L. COULTON N TA o My Comm EV. 7/2612o02 aueucNo. CC 762427 alti Kna+n (16ths I.D. Notary Seal CERTIFIED C()n MARYANNE NTORSL CLERK OF CIRCUIT COURT SEMIN OWNTY 1111A DEPUW at)?k-- F FEB 2 5 2 COUNTY NP SEMIQLa IMPACT FE&STATOMINT ISSM ZY CITY 0F.SAMP090 STATEMENT WAR162-712lz 'ATE 1 t -a IG wemrumNnimm SKI 'ING& 7"- 7 susa, l's PLAT 3050 KAI WQW P=& LOV DRESS: APPLICANT NAME: mo ps, CATIGUFY" 001 pentmea mousy TYPE USZV" RESZDENTIA,`p Ka% ZSCRYPTIUMa 11YOLZ FAMILY F R, 3ENEFIT FEWUNIT UATE P5R Type TOT 10;__ RATE adATYPET up UNITS ROALD I CQ _W75c L 11) ACAOScupycim N0,; kTtl bUL UMIT Z 14000 LWARY a n OWL UNIT 54400 1 Z 14.00 SCHOOLS cd - WIDE 0 OWL UNIT slt=*00 1 1130.00 AAUUNI OUe RECEIVED W ' SIGNATWE: 7VLEASF PRINT XAM awX ENSURE T. INELT PAVMEUT MAY RESULT XN-YOUR LIASILITY POR TMC Pat. **P* DISTRIBUTION: 1- cuumv 2-APPLICANT 4- 4*_-%J'u PERSUNSARE ADVISOn WAT TRIZ jTA-p FES WHIH70MoEC PSMSONS ARE ALSOADVISWTHATANY, RIGMIS 0HE APPLICANT, Do owuml 11 APPEAL Ne CALCULATIONS UF THe ROAOV LlOaARV SYSTEM A N 0 1 0", XACATZONAL SCHOOL? 10PACT FEEL OYST YZ WRpfjo QV FKTNG v A WRITTEN AKOEST WITHIN 45 CKMAR DAYS, OP THE., REC110ma it SIONATURU OATF AAUYFg OUT NOT LATCk THAN CERTIFICATE OF OCCUPANCY OR 9COPANCY. TWe REQUESUFO; RSVIEWNUSY W 10-REOUIRCMENTWOF 30e COUNTY LAND DEVELOPMENT CUOK COPIE5 OFTHE RULES GOVERNINOAPPEALS MAY St PICKEO PPp OR RtaUEST20g FROM TME PLAA,jAPUMeNTATl0N'0FFlCa,,, 1101 PAST FIRST SrANQ SAMPnRUi FLORICA Z27111 C407) 6a5-741Ct. Amull SHOULO. 51 MAUE TO CITY UP SANK6 300 MORN PIRK AVnNU,. 5AN; Y;P* FL 12771 AMtUKSVRlS9 O SHOUERPYENSMOOWZY ADERAMLU REFENQ, THE STATEMENT NUMBER AQ CITY SUILVIK' PERMITNUMB01,A7 TMOTOP LEFT OF THE NOTIC0 Immis $ATOONT K VALID ONLY 0 CONJACAUN 4ITM ISSUANCE OF We FAMILY nUIL02MG i THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste Orlando, Florida 32822 102 WANNE WME9 CLERK OF CIRCUIT COURT SMINOLE COUNTY BK 04334 PO 1893 CLERK'S # 2002836875 RECORDED 82/M/eW 12149128 ICI REMMINS FEES LBO RECORD® BY L Woodley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Descriphpn of property: Lot(s 87) 93, 94, and 95 Bakers Crossing Phase 1 Plat Book 60, Page(s) 27- 29, Public Records of Semi e County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b), Florida Statutes: Name: Address: Expiration date ofNotice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, Inc. by: Robert A. Lawson, ssista—m ecretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this ` day of ,2004— by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc.laware Corporation, on e a o t e corporation. He/She is..personallylown to me. Notary Public, State and County Aforesaid PATRICIA L. COULTON NOTA PUBUCRYao My Comm EYP. 7/2&2002 No. CC 762427 ersanaly wRo„ 1 t 6UW I.D. Notary Seal CERTIFIED CUPi MARYANNE MOR.S CLERK OF CIRCUIT COURT SEMINOLG, OVIVTY. DA eY l J DEP B 2,5 0 FE MiTek' December 10, 2001 MiTek Industries Inc 16472 Segovia Circle North Pembroke Pines, Fl. 33331.4627 USA Fax (954) 680 4395 Phone (954) 680 6909 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 2000 software. Pages or sheets covered by this seal : I1350934 thru I1350954. Total : 21 drawings. Job :DR1965F Builder :D.R. HORTON Location :BAKERS CROSSING, LOT County :SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 21 Truss drawing. 2) Truss Index. December 10, 2001 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSUTPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1965F Trusses ihcludeq = 21 0,"\drl965f\aAre" 11350934 1,"\dr1965f\a11Are" 11350935 2,"\drl965f\a13.tre" 11350936 3,"\drl 965f\al 5.tre" 11350937 4,"\dr1965f\a17Are" 11350938 5,'1drl965f\al9.tre" 11350939 6,"\drl965f\a2Are" 11350940 7,"\dr1965WAre" 11350941 8,"\drl965f\a9.tre" 11350942 9,"\dr1965f\ag1 Are" 1 1350943 10,"\drl965f\ag2.tre" 11350944 11,"\drl 965f\b.tre" 1 1350945 12,"\dr1965AbgAre" 11350946 13,"\dr1965f\cgAre" 11350947 14,"\dr1965f\j Are" 1 1350948 15,"\drl 965f\j lAre" 1 1350949 16,"\dr1965f\k.tre" 11350950 17,"\dr1965fMAre" 11350951 18,"Wr1965AmAre" 11350952 19,"\dr1965f\sAre" 11350953 20,"\drl 965f\s lAre" 1 1350954 113 Flo. 4 5161 0- 0 Y r srSTATEOFY September 11, 2001 tl WARNING - Ver W deilert pwun%*tere and READ MOMS ON TMS AND RE VRRS6 SIDE BX"Rd9 USS. MINDA40 Design valid for use only with MQek connectors. This design Is based only upon parameters shown, and is for on Individual building component to be MIInstalledandloadedvertically. Applicability of design parametersand proper Incorporation of component is responsibility of building designer - not truss designer. &acing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblilty of the eiectot, Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regording tabricatbn, quality contio4 storage, delivery, erection and bracing, consult OST-88 Quality Standard, 091-89 tracing Spectfleattom and NIt-Vt M iTekODHandlingInstallingandImalrrnRecommendationavailablefrombussPlateInstitute. 583 D'Onotrb Drive, Modkon, Wi 5371 V, Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ F 'A" 0 rrLrC*For 0 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 1 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MlTek/Gang-Nail Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibilityPtY of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. 4 X 4 The first dimension is the width to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 93M13-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, a w 14. Do not cut or alter truss member or plate without prior approval of a professional MiTeke engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses, O 1993 Mitek Holdings, Inc. CLIPCLIP FORM018,019 Job I russ Truss Type JUNAIDIE BUDIMAN PE #45161 y y 11350934 DR1965F A 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-a627 16 1 optional) s Aug t e n us nes, Inc. I ue bep age f t; 1t-0-ri T•13 13-6.10 20-0.0 28-5.6 32.10.13 40.0.0 41-0•Q 1-0.0 7-1-3 6.5.6 r.5.6 6-56 6.5.6 7-1.3 1.0.0 Scale = 1:69.9 5.00 F12 Sx6 5 5x6 % 5x6 4 6 2x4 \\ 2x4 3 7 2 8 1 9' b y 3x8 = 14 13 12 1110 3x8 - 3x4 = 3x6 = 3x8 = 30 3x6 10.3-14 20.0.0 29.8.2 40.0.0I i 10-&14 9.8-2 9.8-2 10.3.14 Plate Offsets LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0,75 Vert LL) -0.28 1 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 VertR) -0.63 10-12 >753 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight: 195 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.8.6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5.10-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4.12, 6.12 REACTIONS(Ib/size) 2=1951/0-8.0, 8=1951/0.8.0 Max Horz 2=•46(load case 2) Max Uplift2=-695(load case 4), 8=-695(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=14, 2.3=-3714, 3-4=-3345, 4-5=-2354, 5.6=-2354, 6-7=-3345, 7.8=-3714, 8-9=14 BOT CHORD 2.14=3396, 13.14=2826, 12.13=2826, 11.12=2826, 10.11=2826, 8.10=3396 WEBS 3.14=-410, 4-14=536, 4-12=•866, 5.12=1329, 6.12=-866, 6-10=536, 7.10=-410 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb uplift at joint 8. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 13LpiG No. 45161 s. STATE OF ; tV L September 11,2 A WARNING - Der(Jy deaiyn parmmetere and READ NOTES ON TMS AND REVERSE SMS BEFORE USE. rssssanx Design valid for use only with Mltek connectors. This design is based only upon parameter drown, and is for an Individual building component to be ElInstalledandloadedvertloaNy. AppNoobSlty of design potorn,atets and proper Incotpoiatlon of component is responslbIlt y of building designer - not truss designer. Brocing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability duiing construction is the responslbll"y of the, erector. Additional permanent briscing of the overall structute is the tesponsiblllty of the bu9ding designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST•6B Quality Standard, OSI.89 tracing Specification, and HIS-91 M iT@k0HandlingInstallingandBracingRecommendationavailablehamTrussPlateInstitute, $83 D'Onolrb Drlve, Madison, WI63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachC2C3 other. o WEBS J5 a 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 3 ; Q joint and embed fully, Avoid knots and wane plates I/s" from outside edge of O a at joint locations. truss and vertical web. a 4, Unless otherwise iceserwsenoted, locate chordspl at I/a length(+ b"fromceCf. o panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Ji J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. b. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead toad deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Tap chords must be sheathed or purtins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 1 e unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 1 I1MiTek 15. Care should be exercised in handling, PANEL TM CUP erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM019,019 NMRO,A/R0 Job ruse I ruse Type JUNAIDIE BUDIMAN PE #45161 y y D H RORION DR1965F All 16472 Segovia Cir. N. ROOF TRUSS 1 1 11350935 Pembroke Pines, FI33331-4627 o tional sAug I e n us nee, nc.I ue ep age r i 1r1-o-q 5.9.14 I 11-0-0 17-0-0 23.0.0 28.00 34-2-2 40-0.0I 1-0.0 5.9.14 5.2.2 6.0.0 6-0-0 6.0.0 5.2-2 5.9.14 1-0-0 Scale = 1:70.4 5xit = 5x6 = 5x6 = 3x4 = 5.00 12 4 5 6 7 2x4 2x4 3 8 v 2 9 1 101- 3x8 = 15 14 13 12 11 3x8 4x6 = 3x4 = 3x6 = 3x8 3x8 = 11-0-0 I 20.0-0 29.0.0 40-0-0I 11-0.0 9.0.0 9-0-0 11.0.0 Plate Offsets e LOADING (ppsf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) .0.36 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.66 11-13 >715 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.19 9 n/a BCDL 10.0 Code SBC/ANSI95 lst LC LL Min I/deft = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.5-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5.7.5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 2=1951/0.8.0,9=1951/0.8.0 Max Horz 2=26(load case 3) Max Uplift2=•695(load case 4), 9=-695(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=14, 2-3=.3770, 3-4=-3361, 4.5=-3129, 5.6=-3856, 6.7=•3129, 7.8=-3361, 8.9=-3770, 9-10=14 BOT CHORD 2.15=3439, 14-15=3798, 13.14=3798, 12.13=3798, 11-12=3798, 9.11=3439 WEBS 3.15=-368, 4 15=872, 5.15=-854, 5.13=106, 6-13=106, 6-11=-854, 7-11=872, 8.11=-368 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. ThelumberDOLincreaseis1.33, and the plate grip increase is 1.33 3 Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard pis E3 F1 / ft.45161 r 1'ATE OF t° V September 11,2 01 4&WARMNO - VrrrVV design pammeters and READ NOTES ON TR78 AND REVd' = 81111E BEFORE USE. rss Design vaild for use only with Mliek connectors. This design is based only upon parameters shown, and is foi on Individual building component to be Instotled and loaded vefttoolly. Applicobilly of design parameters and proper Incorporation of component is iesponslblitty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability duiing construction is the tesponsiWity of the efector. Additional peimcnent brbcing of the overall structure is the responsibility of the building designer. For general guidance iegaiding fabflaatlon, quality contioL storage, delivery, erection and bracing, consull OST•88 Quality Standard, DSI.89 Bracing Specification, and HIP91 Handling Instottlna and Bracing Recommendation available from Truss Plate Institute, 563 D'Onofilo Ditve, Madison, WI53719. M Tek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13i. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against eachC7C3 other. O WEBS . J5 a: 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i - h ; ; joint and embed fully. Avoid knots and wane plates I/8" from outside edge of o a at joint locations. truss and vertical web. 0 a o 4. Unless otherwise noted, locate chords ices1PI at /4 panel length(+ 6" from adjacent joint.) C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, sae and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, $5-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. Nil 14. Do not cut or alter truss member or plate without prior approval of a professional MTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 01993 Mitek Holdings, Inc. CLIPFORM018,019 MYMMAIR 0 Job rusS Truss Type JUNAIDIE BUDIMAN PE #45161 y y 11350936 DR1965F A13 ROOF TRUSS 16472 Segovia Cir. N. 1 1 Pembroke Pines, FI 33331-4627 optional) LONGWOOD, FL 4.21JI SR1 s Nug 22 20W KA-1-1,n us rles, Inc. ue ep : : age 1-24_ 6-9-14 13.0.0 17.8.0 2 2-4-0 27-0-0 33-2-2 40-0-0 il. 1 F I 1-0-0 6-9-14 6.2-2 441-0 4.8-0 4-&0 &2-2 6-9-14 1-0-0 Scale= 1:70.4 5x6 = 2x4 II 3x4 = 5x6 = 4 5 6 7 5.00 12 2x4 \\ 2x4 3 8 2 9 1 1010 3x8 = 16 15 14 13 12 11 3x8 = 30 = 3x6 = 3x8 = 30 = 3x6 = 30 = 9.1.14 17.8-0 22-4.0 30-10-2 40.0-0i1 9.1.14 8-6-2 4.8-0 8-6-2 9-1.14 Plate ses . . LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/deft PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) -0.31 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 14.16 >844 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 201 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.9.8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6.0.12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 2=1951/0.8.0,9=1951/0.8.0 Max Horz 2=-31(load case 2) Max Uplift2=-695(load case 4), 9=-695(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2.3=-3759, 3.4=-3463, 4.5=-3281, 5.6=-3281, 6.7=•3281, 7.8=-3463, 8.9=•3759, 9.10=14 BOT CHORD 2-16=3436, 15.16=2877, 14-15=2877, 13.14=3281, 12.13=2877, 11.12=2877, 9.11=3436 WEBS 3.16=-368, 4.16=554, 4.14=622, 5.14=-341, 6.14=•0, 6.13=-341, 7-13=622, 7.11=554, 8-11=-368 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard p,E BUD P40, 4.5161 STATE OF .• ORI n aL September 11,201 AwAR m a - vertu design parameters and Raab mans odv Tma Am RavaRw awa BamRa vela. niiiewiWaD Design valid for use only with MITsk Connectors. Thk design k based only upon parameters shown, and k for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer • not truss designer. Booing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall shuclum is the iesponslbllBy of the building designer. For general guidance regarding lobdoation, quality conhoL storage, delNery, erection and bracing, consu8 OST•88 Quality Standard, OSB-89 Bracing SpecMeatlon, and Willi Handling InstaNlno and Bracing Recommendation availablefrom Truss Plats Institute, 583 D'Onotrlo Drive, Madison, WI $3719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 1)A *Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. All ye.. 0 O For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb, I— This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA rCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® C7 PANEL TM CLIP FORlM018,019 Msi0'WA® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7, Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral tracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. s 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. r 15. Care should be exercised in handling, erection and installation of trusses. 1"3 Mitek Holdings, Inc. Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 It* RTON 16472 Segovia Cir. N. 1135093' DR1965F A15 ROOF TRUSS Pembroke Pines, FI 33331-4627 1 1 optional MiTek Industries, Inc. 4. 1 s un2001 MITekn us es, Inc. Tue Sep 11 010 7-9-14 15-0-0 20-0-0 25-0-0 32-2-2 40-0-0 il- 0 1-0-0 7-9-14 7-2-2 5-0-0 5-0-0 7-2-2 7-9-14 1-0-0 Scale -1:68 5x8= 5 2x4 II 5x8= 4 5 6 sx6. 5xez 3 7 2 1 8 9' d 3x8= 14 13 12 11 10 3x8= 3x4= 3x6= 3x8= 3x6= 3x4= 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate is : 4.2 0-1-8 :0 4:0-3-0 - 4 3:0 7:0-3 -3-08: 0-1-8 LOADINgpsf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) -0.27 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.6210-12 >765 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min 1/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD? X 4 SYP No.1 D *Except* TOP CHORDSheathed. 4- 02 X 4 SYP No.2D BOT CHORDRigid ceiling directly applied or 5-11-9 oc bracing. BOTCHORDX4SYPNo.2D WEBS 2 X 4 SYP No.3 REACTIONab/ size) 2=1951/0-8-0, 8=1951/0-" Max Hori=35(load case 3) Max UpIiQ=-695(load case 4), 8=-695(load case 4) FORCES( lb) - First Load Case Only TOP CHORD]-2=14, 2-3=-3661, 3.4=-3332, 4-5--2888, 5-6=-2888, 6-7=-3332, 7-8=-3661, 8-9=14 BOT CHORD2-14=3351, 13-14=2667, 12-13=2667, 11-12=2667, 10-1 1=2667,8-10=3351 WEBS 3-14=-448,4-14=685,4-12=355,5-12=-363,6-12=355,6-10=685,7-10=-448 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 It with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb uplift at joint 8. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S$tandard QkF- 13 No. 4.5161 i STATE Oa% o' QNA AWARwrm - verw design parameters and READ NOTJC9 oN rim AND R v== sms Bir"R6 use. r rrraw Design valid for use only with MRek conneetots. This design is based only upon parameters drown, and is for an Individual building component to be Installed and loaded verticality. Applicability of design parameters andproper Incorporatlon of component is tesponslblitty of building designer - not truss designer. Siccing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability dwlrg constulct on is the responslblltly of the eteetof. Additional permanent bilaeing of the overall structure is the fesponslblltly of the building designer. For general guidance tegafding fobfleatlon, quality eontiol, storage, delivery, erection and bracing, eonsutl GST•88 Gually Standard, OSI.49 Imeing Specification, and HIS-91 M iTe k® Handling1nstallinaandIfaemmgReeomendamtlonavailableffoTrussPlateInstitute, $93 D'Onohlo Drive, Madison, WI63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property a securely seat. J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against each14CZ other. a 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a¢ ZA joint and embed fully. Avoid knots and wane plates/a" from outside edge of o a4• at oint locations. truss and vertical web. a Unless otherwise noted, locate chords lacespcaoat /4 panel length(+ 6" from adjacent joint.) C,Ck BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, 1 e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MTek® engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL 1 M Mitek Holdings, Inc. CLIP FORM018,019 HYMOJWRO Job I russ I russ Type JUNAIDIE BUDIMAN PE #45161 Y Y DR1965F A17 16472 Segovia Cir. N, ROOF TRUSS Pembroke Pines, FI33331-4627 1 1 11350938 optional) 4.ZU1 SRI s ug 22 2 rtes, nc. ue ep age I 11.2- 6.1-3 11-&10 17-0.0 23-041 28.5.6 1 33.10.13 40-0.0 41-0-0I 1.0-0 6-1.3 5-5-6 55.6 6-0-0 5-5-6 5-&6 6-1-3 1.0-0 Scale = 1:70.4 5x6 5x8 = 5.00 12 5 6 3x4 9 3x4 J 4 7 5x8 Sx6 3 8 2 9 101 d1 0 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x8 = 3x4 = 3x6 = 3x4 = 3x8 = 1 8.4-11 _ 17-0.0 23.0.0 31-7-5 40-0.0 8.4-11 8.7-5 6-0.0 8-7-5 8-4-11 Plate Offsets LOADING (ppsf) TCLL SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) .0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) .0.54 11.13 >880 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.11.15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6.0.8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6.14 REACTIONS(Ib/size) 2=1951/0-8-0, 9=1951/0.8.0 Max Horz 2=40(load case 3) Max Uplift2=•695(load case 4), 9=-695(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=14, 2.3=-3817, 3.4=-3552, 4.5=.2689, 5.6=-2494, 6.7=-2689, 7.8=•3552, 8.9=.3817, 9.10=14 BOT CHORD 2.16=3485, 15.16=3023, 14.15=3023, 13.14=2494, 12.13=3023, 11.12=3023, 9.11=3485 WEBS 3-16=•305, 4.16=468, 4.14=•716, 5.14=613, 6.14=-0, 6.13=613, 7.13=-716, 7.11=468, 8.11=.305 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard 13 F1 •' NO, 45161 ,k yk 00 L-TATE OF ice1 [.OR %p!,,,rr's` aNa. September 11,2 0 A wAxmm - verW dewi in pamniotere and R&W Noras oN Td97s AND R6vwm swds Hcrorta um. "..• till Design valid for use only with MITek connectors. This design is based only upon parameters shown. and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responslblNty of building designer - not truss designer. Bracing shown Is don lateral support of Individual web members only. Additional temporary bfaoing to Insure stability during conehuotlan is the responsibliliy of the erector. Additional permanent bi1scing of the overall structure is the responslblitty of the building designer. For general guidance regarding fabrication, quality control, storage, deMeiy, erection and bracing, consult OST-88 Quality Standard, DSI-89 Bracing Specification, and HIS-91 M iTe k® Handling instalilna and Bracing Recommendatlonovallable from Trust Plate Institute, 683 D'Onottio 19, Drlve, Madison, WI Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13b * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. a J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2• Cut members to bear tightly against each other. J5 Q o WEBZ 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - aQ1 oint and embed full Avoid knots and waney' c o plates I/s" from outside edge of a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords !icespI/ 4at panel length(* 6" from adjacent joint.) ce C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, ff no ceiling is Installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, a 14. Do not cut or alter truss member or plate without prior approval of a professional MiAA,1Tek® engineer. I 15. Care should be exercised In handling, TM PANEL erection and installation of trusses. 01"3 Mitek Holdings, Inc. CLIP Job russ I russ I ype JUNAIDIE BUDIMAN PE #45161 y y DR1965F A19 16472 Segovia Cir. N. ROOF TRUSS 1 1 11350939 Pembroke Pines, FI 33331-4627 optional) AUX-SIVAN,s ug 22 2001 MII ek Industrles, Inc. Tue Sep 11 Ud:08:37age f 12-10-10 19.0-0 21.0.0 27-1-6 33-2-13 40.0.0 11-04' I 1-0.0 6.9-3 6.1.6 6-" 2-0.0 6.1-6 6-" 6-9-3 1.0.0 Scale = 1:73.9 5x6 = 5x6 = 5.00 12 5 6 30 ! 3x4 4 7 5x6 % 5x6 3 e ab 1 2 9 101d 3x8 = 16 15 14 13 12 11 3x8 = 30 = 3x6 = 3x4 = 3x4 = 3x6 = 3x4 = I 9-9.14 19-0.0 21.0.0 30.2.2 40-a., 0 9.9.14 9.2-2 2-0-0 9.2-2 9.9.14 Plate Offsets '_ - : . , : LOADING (ppsf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) .0.33 14.16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) .0.57 14.16 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0,17 9 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/dell = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.11.1 oc purlins. BOT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 6.4.3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4.14, 7.13 REACTIONS (lb/size) 2=1951/0.8.0, 9=1951/0-8.0 Max Horz 2=44(load case 3) Max Uplift2=-695(load case 4), 9=-695(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=29, 2.3=-3939, 3.4=•3579, 4.5=-2575, 5.6=.2304, 6.7=-2575, 7.8=-3579, 8.9=-3939, 9.10=29 BOT CHORD 2.16=3523, 15-16=2946, 14.15=2946, 13.14=2304, 12.13=2946, 11.12=2946,9.11=3523 WEBS 3.16=.408, 4.16=560, 4.14=-863, 5.14=667, 6.13=667, 7.13=-863, 7-11=560, 8.11=.408 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard NO, 4.5161 OC eSTATE: CFO V o Vo0 NAL September 11,211C BwARl NO - VerW de41fgR parmrswten and R&W 1V0Ta9 ON TMS AND REVRI as area BAMSIa usa. ....e Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and is for an Individual buildMg component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbeIng of the overall structure is The responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSI.89 Bracing Specification, and HIS-91 M iTek® Handling Installing and Braaing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719, Symbols PLATE LOCATION AND ORIENTATION tii. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. a 0 For 4 x 2 orientation, locate X plates 1 /8" from outside edge of otrussandverticalweb, This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! 0 MiTeke FORM016,019 *- - i'rrEwa'Aia General Safety Notes Failure to Follow Could Cause Property Damage Or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each a joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices a at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. UPCp 1993 Mitek Holdings, Inc. cup Job russ I russ type JUNAIDIE BUDIMAN PE #45161 y y 11350940 DR1965F A2 ROOF TRUSS 16472 Segovia Cir. N. 2 1 Pembroke Pines, FI 33331-4627 optional) 4.2U1 5RI s ug 22 2OU I MII ek Industries, Inc. I ue Sep 11 V8:U8:38 age t i1-0-0 7-4-1a r I 14.2-0 I 20-0-0 23-0-0 28-5.6 33-10-13 40.0-0 i1-01' I 1-0-0 7-4-14 6-9-2 5-10.0 3-0-0 5-5-6 5.5.6 6-1-3 1.0.0 Scale = 1:70.7 5x8 = 5.00 F,2 5 06 2x4 I ( 6 4 3x4 5x6 % 7 5x6 3 6XB = 175x12 — 8 9 6x6 = 9 e a 2 9 1 14,10I 0 3x6 = 20 19 15 14 13 12 11 3x6 = 3x4 = 2x4 11 2x4 11 3x8 = 3x6 = 20 11 7-4-14 14-2-0 20.6-o 21— 0 28 33.1D-13 40-0-0i 7-4-14 6.9.2 6-4-0 2-6.0 5-5-6 5.5-6 6-1-3 Plate ses - :--_, :. LOADING (PPsf) SPACING 2.0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) 0.21 19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.37 Vert(TL) -0.21 19-20 >999 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) -0.06 17 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/dell = 360 Weight: 238 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.9-11 oc purlins. BOT CHORD 2 X 4 SYP No.2D "Except" BOT CHORD Rigid ceiling directly applied or 6-0-Doc bracing. 16-18 2 X 6 SYP No.2ND WEBS I Row at midpt 18-20, 5-18 WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 2=771/0-8.0, 17=2456/0-4.0, 9=719/0-8-0 Max Horz 2=485(load case 3) Max Uplift2=-602(load case 4), 17=•1499(load case 4), 9=•190(load case 2) Max Gray 2=797(load case 5), 17=2456(load case 1), 9=877(load case 6) FORCES (lb) • First Load Case OnlyTOPCHORD1.2=14, 2-3=-837, 3.4=•327, 4-5=•327, 5.6=1791, 6.7=1387, 7-8=-223, 8.9=•839, 9.10=14 BOT CHORD 2-20=765, 19-20=-0, 18.19=66, 4.18=•468, 17.18=-1401, 16.17=•1285, 14-16=96, 6.16=164, 14-15=0, 13.14=0, 12-13=762, 11.12=762, 9.11=766 WEBS 3.20=-408, 18.20=933, 3.18=•470, 13-16=283, 7.16=-1487, 7-13=185, 8-13=-619, 8-11=112, 5- 18=1990, 5.17=• 1947, 6.17=•492 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition Ienclosedbuilding, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.333) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 602 lb uplift at joint 2, 1499 lbupliftatjoint17and190lbupliftatjoint9. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. 13 j fLOADCASE(S) Standard Qt+/ kt : No.45161 rla s STATE l 1. September 11,21101 AWARmG - vor{fjf design pwunseterr and READ mons oNTms AND RET/ERBE BIDE BEFORE UM. s Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Appllcoblilty of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consull OST-88 Quality Standard. 066.89 Bracing Specification, and HIB-91 Handling Installing and Bracing 8ecommendollon ovaN58 ablefromTrussPlateInstitute, 3 D'Onofrlo Drive, Madison, WI53719. M iTek Symbols PLATE LOCATION AND ORIENTATION 13A *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 0 For 4 x 2 orientation, locate 0 plates I/s" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mffek® PANEL TM CL{P FORM018,019 HMRO,AZR0 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job I russ Truss Type JUNAIDIE BUDIMAN PE #45161 y 9 0 R HORTON 11350941 DR1965F A7 ROOF TRUSS 16472 Segovia Cir. N. 1 2PembrokePines, FI 33331.4627 1 o tional XXILI-SPAN, s kug 22 2 1 m, e n us ries, Inc. Tue Sep 11 Ud:Ud:39age 1 r 1-00--0 3-9-14 I 7-0.0 I 12-3-7 17-5.2 22.6.14 27-8.9 33-o-0 36-2-2 40-0-0 11Ii 1-0-0 3.9.14 3-2-2 5.3-7 5.1.11 5.1-11 5.1.11 5.3.7 3.2-2 3.9.14 1-0-0 Scale =1:70.4 9xl7.5 MII16= 9x17.5 MII16= 5.00 12 4x8 = 7x8 = 4x8 = 2x4 11 4 19 20 5 21 22 23 24 25 726 27 28 8 29 30 9 2x4 J 20 i 3 10 2 11 1 12Ig 3x8 = 18 31 32 17 33 34 396 36 37 1518 39 40 14 41 42 13 3x8 = 3x4 = US = 3x8 = 2x4 II 6x/0 = 3x4 = 7-0.0 I 12-3.7 17-5.2 22-6.14 27.8-9 33.0-0 40.0.0iiiI 1 7-0-0 5-3.7 5.1-11 5.1-11 5-1-11 5.3.7 7-0.0 Plate Offsets .. e • LOADING (PPsf) SPACING 2.0.0 CSI DEFL in (lac) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.83 Vert(LL) 1.12 15.16 >421 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.99 Vert(TL) -1.01 15.16 >467 M1116 174/126 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) .0.27 11 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 440 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 4.6.4 oc purlins. 4.6 2 X 6 SYP SS, 6-9 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3-10.10 oc bracing. BOT CHORD 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 2=3970/0.8-0, 11=3970/0.8.0 '+ Max Horz 2=•17(load case 2) Max Uplift2--3408(load case 4), 11=-3408(load case 4) .•• ...... •• ry FORCES (Ib) - First Load Case Only •'Tv' R'•',?' TOP CHORD 1.2=29 2.3=-8611 3 4=-8850, 4.19=-12015, 19.20=.12016 5 20=-12018, 5.21=-13878, 21.22=.13878, 22 23=-13878, 6.23=-13878, 6.24=•13878, 24 25=•13878, 7-25=•13878, 7-26=-12060 26-27=• 12060, 27 28=-12060, 8.28=-12060, 8.29=-12063, 29.30=• 12061, 9.30=• 12059, 9-10=-8844 W 45161 10.11=-8612, 11 12=292-18=7724, BOT CHORD 18.31=8229, 31.32=8229, 17.32=8229, 17.33=12016, 33.34=120I6, 34.35=12016, 16.35=12016, 16 36=13795, 36.37=13795, I5.37=13795, 15.38=13795, 38.39=13795, 39.40=13795 ti STATE OF14.40=13795, 14-41=8221, 41.42=8221 13.42=8221, 11.13=7726 WEBS 3.18=520, 4.18 589, 4.17=4324, 5 17=-1875, 5-16=2134, 6.16=.852, 7.16=95, 7-15=201, •y+( (Q?` 7.14=• 1988, 8.14=-911, 9.14=4384, 9.13=586, 10.13=508 sr.e..• NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3408 lb uplift at joint 2 and 3408 lb uplift at joint 11. 6) This truss has been designed with ANSI/TPI 1.1995 criteria. 7) 2-ply truss to be connected together with IOd Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0.9.0 oc, 2 X 6 - 2 rows 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. 8) Special hanggers)) or connection(s) required to support concentrated load(s) 159.51b down and 305.1lb up at 7.0.0, 159.51bdown305.1Ib 9.0-I2, and up at 159.51b down and 305.1lb up at 11.0.12, 159.51b down and 305,1lb up at 13.0.12, 159.51b down 305.1lb 15.0.12, 159.51b downandupat and 305,1lb up at 17.0-12, 159.51b down and 305.1lb up at19.0.12, 159.51b down and 305.1lb 20.11.4, 159.51b down 22.11.4, up at and 305.1lb up at 159.51b down and 305.1lb up at 24.11.4, 159.51b down and 305.11b up at 26.11.4, 159.51b down and 305.11b up at 28.11.4, and 159.51b downand305.1Ib up at 30.11.4, and 159.51b down and 305.11b uat 33.0.0 on top chord, and 625.1lb down and 577,61b up at7.0.0, 46.Olb down at 9.0.12, 46.01b down at 11.0.12, 4eO1b down at 13.0.12, 46.0Ib down at 15.0.12, 46.01b down at 17.0.12, 46.01b down at 19.0.12, 46.Olb down at 20-11.4, 46.01b down at 22-11.4, 46.01b down at 24.11.4, 46. O1b down at 26.11-4, 46.Olb down at 28.11.4, and 46.01b down at 30.11.4, and 625.1lb down and 577.61b up at 32.11-4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. September 11,2 i)1 A WAnxrrita - Vertjjf design parameters and Raw NOTsa ONTms AND R6vwm a zle Damns Uas. Design valid for use only with MfTek connectors. This design k based only upon parameters shown, and is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Inewpoiallon of component Is responslblllty of building deslgnes - not hues designer. Bracing shown k dot lateral support of NWNldual web members only. Additional temporary bracing to insure stability during conshuctlon Is the responslblllty of the erector; Additional permanent brLckng of the overall shucture k the respondblity of the building designer, For general guidance regarding fabrication, quality control, storage, delvery, eleclbn and bracing, consult OST-88 Quality Standard, 081.89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Trust Plate Institute, $93 D'Onohb DrNe, Madison, WI $3719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against eachC7 other. Q n WEBSbc, 3. Place plates on each face of truss at each For 4 x 2 orientation, locatevi ; , joint and embed fully. Avoid knots and wane plates r/8"from outside edge of O a at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chords licesP at /4 length(+ 6" fromC,o panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHESTTOTHE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. r 15. Care should be exercised in handling, rM CLEL erection and installation of trusses. O IM Mitek Holdings, Inc. FORM018,019 ciAN1O-N1A2 ® HYMO-MR® DF1965F A7 ROOF TRUSS 1 2 11350941 LOAD CASE(S) Standard 1) Regular: Lumber increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1.4=-74.0, 4.9=-74.0, 9.12=-74.0, 2-11=-20.0 Concentrated Loads (lb) Vert: 4=-159.5 9=-159.5 18=-625.1 13=-625.1 19=-159.5 20=-159.5 21=-159.5 22=-159.5 23=-159.5 24=-159.5 25=•159.5 26=-159.5 27=• 159.5 28=-159.5 29=-159.5 30=-159.5 31=-46.0 32=-46.0 33=-46.0 34=-46.0 35=-46.0 36=-46.0 37=-46.0 38=.46.0 39=-46.0 40=-46.0 41=•46.0 42=-46.0 No. 45161 n SPATE OF t 11 A WAMNa - verW daWyn parmwiten and PJLW NOrae ON THIS AM 1Y6VER86 SWX BIMJW I=. rss. Design valid for use only with Mitek connectors. This design is based only upon parameters shown, and k for an Individual building component to be Installed and loaded vertleagy. AppBcobMV of design parameters and proper Incorporation of component k responsibMy of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblllty of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrloatlon, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, 031.89 Bracing SpecMkatlon, and HIN-91 M iTe k® Handling Installina and Bracing Recommendation available hom Twss Plate Institute, 583 D'Onofrlo Dove, Madison, WI83719. Symbols PLATE LOCATION AND ORIENTATION 44 to- Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate 1: plates/e" from outside edge of otrussandverticalweb. H This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MTek® PANTM EL CLIP FORM019, 014 HM RO-AIN0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at / 4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 0 1993 Mitek Holdings, Inc. Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 y y 11350942 DR 1965F A9 ROOF TRUSS 16472 Segovia Cir. N. 1 1PembrokePines, FI 33331-4627 optional) AUUU-PAN, s Aug 22 200 1 111-1ok n us nes, Inc. Tue Sep age 11-0.0 4-9.14 9-0.0 14-&0 20-M 25.60 31-0-0 35.2-2 40.0-0 41-0.0iIiI 1-0-0 4-9-14 4-2-2 5.8-0 5.6-0 5.6.0 5-6-0 4-2-2 4.9.14 1-0-0 Scale = 1:70.4 5x6 = 5x6 = 3x4 = 5x8 = 3x4 = 5.00F12 4 5 6 7 8 20 2x4 3 9 b 2 10 1 11 - lg 3x8 = 17 16 15 14 13 12 3x8 3x8 = 4x6 = 3x4 = 3x4 = 4x6 = 3x8 9-0-0 16.4-0 23-8-0 31-0.0 40-0-0FI1 9-0-0 74-0 7-4-0 7-4-0 9.0-0 Plate Offsets e LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.45 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) •0.77 14.15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.4.15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5.3.9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at mrdpt 5.17, 7.12 REACTIONS(lb/size) 2=1951/0.8-0, 10=1951/0.8.0 Max Horz 2=•22(load case 2) Max Uplift2=-695(load case 4), 10=•695(load case 4) FORCES (lb) • First Load Case OnlyTOPCHORD1.2=14, 2.3=•3855, 3.4=•3566, 4-5=-3329, 5-6=-4558, 6.7=•4558, 7.8=•3329, 8.9=•3566, 9.10=•3855, 10.11=14 BOT CHORD 2.17=3507, 16-17=4389, 15.16=4389, 14.15=4755, 13.14=4389, 12.13=4389, 10-12=3507 WEBS 3.17=•237, 4.17=1007, 5.17=•1300, 5.15=387, 6.15=-283, 6.14=•283, 7.14=387, 7.12=-1300, 8.12=1007, 9.12=-237 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top dead 5.0chordloadand psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb uplift at joint 10. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard Qp No. 45t6l STATE OF Y OR t0 r'',"' AL September 11,2 C wAAma - vert%y desiyrt pamawtom and Rem 111orss oN Tms AND nevaese awn Damiea um. Design valid for use only With Wet connectors. Thb design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not huss designer. Bfocing shown Is for lateral support of Individual web members only. Additional temporary bracMp to Insure stability during construction Is the responsibility of the erector. Additional permanent brbraing of the overall shucture Is the responsibility of the building designer. For general guidance regarding tabrbatlon, quality control, storage, delivery, erection and bracing, consuit G311-68 Quality Standard, DSB-89 Bracing Specification, and NIB-91 M iTe k® Handling Installinq and Bracing Recommendallon avollable from Truss Plate Institute, 583 D'Onohlo Drlve. Madison, WI63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 1/9 securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachTc2Q other. F or Q WEBSNC.6 3. Place plates on each face of truss at each 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates/s" from outside edge of 0 o a at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesp o at /4 panel length(' 6" from adjacent joint.) co C? BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. _ 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 MYMO,WR® Job russ I russ Iype JUNAIDIE BUDIMAN PE #45161 y y 11350943 DR1965F AG1 ROOF TRUSS 16472 Segovia Cir. N. 1 1PembrokePines, FI 33331 4627 opt ona FL SKI s ug 222001 MileK Inclustries, Inc. I ue Sep age r ao 7-5-0 14-9-0 20-0-0 23-0.0 I 26-5-6 33.10-13 40-0-0 41-ao 1-" 7-5.0 7-4-0 53-0 3.0-0 5 5 6 5-5-6 6-1-3 1-0.0 Scale = 1:70.4 Sx6 = 5.00 F2 5 4x8 6 4 3x4 -- 7 Sx8 % 5i8 3 8 17 5x1 8 s 4x6 = Q e a 2 3 II 9 1 20 t01g5x8 3x6 = 19 15 14 13 12 11 3x6 = 2 50 12 3x8 = 3x6 = j ?-5-014 i4w" 11 20.40 23.0-0 28.5.6 33.10.13 40-0-0iT 7-5-0 7-4-0 5-7-0 2-8-0 5-5-6 5-56 6.1-3 Plate Orlsets LOADING (ppsf) SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.46 Vert(LL) 0.24 2-20 >702 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.20 2-20 >851 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) -0.08 19 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 295 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.8.7 oc purlins. BOT CHORD 2 X 4 SYP No,21) "Except" BOT CHORD Rigid ceiling directly applied or 5.7.9 oc bracing. 16-18 2 X 6 SYP No.2ND WEBS 1 Row at midpt 18.20, 3.18 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=702/0.8.0, 19=647/0.8.0, 17=1732/0.8.0, 9=862/0-8.0 Max Horz 2=-47 load case 2) Max Uplift2=-6553(load case 4 19=-610(load case 3), 17=-364(load case 4), 9=-404(load case 2) Max Grav 2=715(load case 5), 19=887(load case 5), 17=1732(load case 1), 9=872(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1.2=24, 2.3=-1520, 3.4=553, 4.5=610, 5.6=930, 6-7=155, 7.8=.692, 8.9=-1356, 9.10=29 BOT CHORD 2.20=1344, 19-20=.34, 17.18=-716, 16.17=-157, 14-16=99, 6.16=558, 14.15=0, 13.14=4, 12.13=1158, 11.12=1158, 9.11=1163 WEBS 3.20=-176, 18.20=1455, 3.18=-1755, 5.17=-1003, 6.17=-859, 13.16=771, 7.16=-640, 7-13=-139, 8.13=.660, 8.11=136, 18.19=.587, 4-18=.471, 5-18=258 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they arenotexposedtowind. If cantilevers exist, they are exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTekStandardGableEndDetail* pr+ 4) All plates are 2x4 M1120 unless otherwise indicated. `ip 5) Gable studs spaced at 2-0-0 oc. .... G 6) Bearing at joint(s) 2, 19 considers parallel to grain value using ANSI/TPI 1.1995 angle to grain formula. Building designer ' ..q w• 7 shouldverifycapacityofbearingsurface. : (. J- 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 653 lb uplift at joint 2, 610lb uplift at joint 19, 364 lb uplift at joint 17 and 404 lb uplift at joint 9. 8) This truss has been designed with ANSI/TPI 1.1995 criteria. * N0.45161 LOADCASE( S) Standard 1 ; 'STATE 9t O.- .• `V aNaL September 11,2 l)1 A, Ti'wRMNG - verW deatpn paransirters and RMD Hams ON THIS AND 11161dR86 smE BEMIM EM. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters andproper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblllty of the erector. Additional permanent bNcIng of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-68 Quality Standard, DSS-89 Sracing Speeftallon, and HIS-91 Handling Installing and !racing Recommendation available from Truss Plate Institute. 583 D'Onofrb Drive, Madison. WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/, *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. I1IF-Ata 1• Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicukar to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM016,019 WISC/DILHR 870040-N, 93W13-N, 910080-N Is! 0 MiTek® M WRQ,A/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at 1 /4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connecfions to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses, PAih1EL CLIP © 1993 Mitek Holdings, Inc. JOD I rus5 Truss Type JUNAIDIE BUDIMAN PE #45161 y y DR1965F AG2 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, F133331-4627 1 1 11350944 optional) s ug 22 1 ek Industries, Inc. I ue Sep : age 7-5-0 14-9-0 16.7-3 22-0-01 12 1-0.0 7-5-0 7-4-0 1-10-3 5-4A3 1.0-0 4x8 II Scale = 1:46.8 5 20 II 20 1111 4 6 5x8 L47 I' 20 II 2x4 11 2x4 11 3x4 = 3x 10 I 5.00 12 3 2x4 11 111 x = II $ 9 9oaa 2 10 y11 2x4 11 5x8 = 2x4 11 2x4 II 2x4 11 3x4 % 9 2.50 FU 2x4 11 I 7.5.0 14-9-0 20-4-0 22-0.011 7-5-0 7-4-0 5-7-0 148-0 ore Unsets LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.53 Vert(LL) 0.24 2.10 >707 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0,45 Vert(TL) 0.20 2.10 >860 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) .0.09 9 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight: 135 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8.7 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 5.6.14 oc bracing. 6.8 2 X 6 SYP No.2ND WEBS 1 Row at midpt 8.10, 3.8 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 6 SYP No.2ND REACTIONS (lb/size) 2=716/0.8.0, 9=1133/0.8.0, 6=359/0.8.0 Max Horz 2=244(load case 3) Max Uplift2=.573(load case 4), 9=•751(load case 4), 6=-161(load case 2) Max Grav 2=716(load case 5), 9=1133(load case 1), 6=406(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1.2=24, 2-3=-1603, 3-4=354, 4.5=325, 5-6=-74, 6.7=34 BOT CHORD 2.10=1422, 9.10=-48, 6.8=-3 WEBS 3.10=-203, 8.10=1539, 3.8=-1632, 8.9=.1069, 4.8=-395, 5.8=-436 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building of dimensions 45 It by 24 ft with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTekStandardGableEndDetail' 4) Gable studs spaced at 2.0.0 oc. 5) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1.1995 angle to grain formula. Building designer `pshouldverifycapacityofbearingsurface. 6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 573 lb uplift at joint 2, 751 Ile ' l ip '•. Q........ plate .. uplift at joint 9 and 161 lb 6. (, q•rupliftatjoint •' 40 7) This • truss has been designed with ANSI/TPI 1-1995 criteria. ; No. 4.5161S) LOAD CASEStandard - r s STATE of RilMM-,• V September 11,2 0 0 WARtaNO - Ver{ fjf design parameter: and READ NOTES ONTmo AND Rcmmm amic BErom use. Design volld lof use only with MtTek connectors. This design It based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. AppkobMy of design parameters and proper Incorporation of component Is responslblNly of building designer • not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the iesponslblllly of the erector. Additional permanent brbrckrg of the overall structure Is the responslbillty of the building designer. For general guidance regording fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-09 Bracing Specification, and HIB•91 MiTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 44 Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T' 0 O For 4 x 2 orientation, locate plates /s" from outside edge of otrussandverticalweb, 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 001, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® M FORM018,019 0 /lrMRO-AIR AGenerai Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at r14 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 y y 11350945 DR1965F B ROOF TRUSS 16472 Segovia Cir. N. 1 1PembrokePines, FI 33331-4627 optional) S Ug I e n US rtes, Inc. I ue bep age r 53.14 10.0-0 144.2 20-0-0 21.M 1-0.0 5.3.14 4.8-2 4-8-2 5314 1.0-0 Scale - 1:36.3 4x6 = 4 5.00 F12 sx4 tx4 3 5 2 6 yq{{ 1 y7IdC' 3x4 = 8 3x4 5x8 = 10-0.0 20-0-0 10.0.0 10-0-0 ore ses LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.26 Vert(LL) .0.06 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) •0.24 2.8 >993 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.10.10 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 8.9.8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1004/0.1-8, 2=1024/0.8.0 Max Horz 2=24(load case 3) Max Uplift6=•378(load case 4), 2=•398(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=14, 2.3=•1569, 3-4=•1165, 4.5=-1165, 5.6=•1611, 6.7=14 BOT CHORD 2-8=1430, 6.8=1481 WEBS 3.8=•389, 4.8=536, 5.8=•444 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1,33, and the plate grip increase is 1.33 3 Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 378 lb uplift at joint 6 and 398 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Y trNO.45161 WO STATE an aL September 11,2 1 wARMNti - Nerdy design parameters and READ NOTES ON1NO AND REVERBB SM BAr"RE USE. rra er ® Design valid For use only with Wait connectors. This design k based only upon parameters shown, and is for an Individual building component to be Installed and boded veltbalty. Applicability of cloon parameters and Proper Incorporation of component is responsiblitty of building designer - not truss designer. Bracing shown Is lot lateral support of individual web members only. Additional temporary bracing to Insure stabBtty during construction is the responsibility of the erector. Additional permanent br2sctng of the ovetaB structure Is the tesponabBtty of the building designer, For general guidance regarding tabtbation, cluaBly control, storage, delivery, erection and bracing, consuff OST•85 Quality Standard, DSS-89 Bracing SpeciRcatlon, and HIB•91 Handling Installing and Bracing Recommendotlon available from Truss Plate Institute, $83 D'Onoftb Drive, Madison, WI53719. M iTek Symbols Lumbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 3i. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. ye„ J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcrw other. oNWEBS J5 a 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a Cr joint and embed fully. Avoid knots and wane plates GIs" from outside edge of o a at joint locations. truss and vertical web. o a 0 4. Unless otherwise noted, locate chords licespt14atpanellength(+ 6" from adjacent joint.) c, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Ji J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 x 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, 'rf no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MTek® engineer. I OD 15. Care should be exercised in handling, PANEL TM CLEP erection and installation of trusses. O 1993 M tek Holdings, Inc. FORM018,019 HYMMAIN 0 Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 y y 11350946 DR1965F BG ROOF TRUSS 16472 Segovia Cir. N. 1 1PembrokePines, FI 33331-4627 optional) s ug 1 e n us nes, Inc. I ue bep age 1-0-0 ' 5.3.14 10.0-0 1441-2 20-0-0 21-0-0II1 1-0-0 5.3.14 4-8.2 4-8.2 l 5.3.14 1-0-0 Scale = 1:36.5 06 = 4 1x4 II 1x4 II 5.00 12 3x4 3x4 tx4 II 3 5 1x4 II x II x II 0 2 II 6 Ig 25 28 2x4 II 10 2x4 II 27 2x4 II 28 9 29 2x4 II 30 8 31 2x4 II 32 33 3x4 = 3x4 = 2x4 II 7x8 = 2x4 11 2x4 11 I 5-3-14 10-0.0 14-8-2 20.0- 1 1 3.14 4-B-2 4-8.2 5.3.14 Plate Uttsets --,-- LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.21 Vert(LL) -0.06 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.29 Vert(TL) -0,09 8.9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 124lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.10.13 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=950/0.8.0, 2=951/0.8-0 Max Horz 2=24(load case 3) Max Uplift6=-394(load case 4), 2=-394(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=34, 2-3=-1678, 3.4=.1182, 4-5=-1182, 5.6=•1677, 6.7=34 SOT CHORD 2.25=1471, 25.26=1471, 10.26=1471, 10-27=1471, 27.28=1471, 9.28=1471, 9.29=1470, 29.30=1470, 8.30=1470, 8.31=1470, 31.32=1470, 32-33=1470, 6.33=1470 WEBS 3.10=60, 3-9=-485, 4.9=507, 5-9=484, 5.8=59 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail' 4) Gable studs spaced at 2.0.0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 394 lb uplift at joint 6 and 394 lbupliftatjoint2. 6) This truss has been designed with ANSI/TPI 1.1995 criteria. 7) Special hanger(s) or connection(s) required to support concentrated load(s) 17.71b up at 1.0.0, 10.81b up at 3-1.1, 10.81b up at 5.1.1, 10.81b 7.1.1, 10.81b 9.1.1, 10.81b WE up at up at up at 11.1.1, 10.81b up at 13.1.1, 10.81b up at I5.1-I, and`p`/ 10.8Ib up at 17-1-1, and 17.71b up at 18.11.1 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. i••.. LOAD CASE(S) Standard t Tip, 4 J} 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4.7=-74.0, 2.6=-20.0 Concentrated Loads (lb) STATE .• VVert: 10=10.88 25=17.7 26=10.8 27=10.8 28=10.8 29=10.8 30=10.8 31=10.8 32=10.8 33=17.7 t1 % A • 44010 ivaL September 11,2 C AwAmxo - ver{k design par+anseters and R&w Norss oN rms AND dcvzjm muds s6dipoltd vsa. .!® Design valid for use only with Mfiek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded verilaaRy. Applicability of design parameters and proper Incorporation of component is responsibiity of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. AddIllnal permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, dellosiy. erection and bracing, consu8 OST-88 Quality Standard, DSI.89 Bracing Specification, and HIB-91 MiTek® Handling Installinq and Bracing Recommendatlonavailable from Truss Plate Institute, 583 D'Onohb Drive. Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachfirczc other. o WEBS J5 cc 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i „ , ; joint and embed fully. Avoid knots and wane plates I/s" from outside edge of 0 0 a _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices 114at panel length(+ 6" from adjacent joint.) 01 BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15. Care should be exercised in handling, PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM018,019 MMRO,AFR 0 Job russ Truss Type JUNAIDIE BUDIMAN PE #145161 y y 11350947 DR1965F CG 16472 Segovia Cir. N. ROOF TRUSS Pembroke Pines, FI 33331-4627 1 1 optional) FL 4.ZU1 SR1 s ug 22 ZIJ01 Mi I ek Industries, Inc. Tue Sep age 1-0-0 , 7-5-0 14-10.0 15.10-0 r i 7-5.0 7-5-0 i 1-0-0 Scale = 1:28.3 axe = 3 2x4 II 2x4 II 5.00 12 8 2 2x4 11 US = 2x4 II 4 v it Iy5 + d 3x4 2.50 F12 30 = 7-5.0 14-10-0 i I 7-5-0 7-5-0 i Plate ses LOADING (PPsf) SPACING 2.0.0 CSI DEFL in (toc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) -0.08 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) •0.17 2-6 >992 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.08 4 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 55 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3.2.6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=769/0.8-0, 4=769/0-8.0 Max Horz 2=19(load case 3) Max Uplift2=-316(load case 4), 4=•316(load case 4) FORCES (lb) • First Load Case Only TOP CHORD 1.2=12, 2.3=-1509, 3.4=•1509, 4.5=12 BOT CHORD 2-6=1405, 4-6=1405 WEBS 3.6=715 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail' 4) Gable studs spaced at 2.0.0 oc. 5) Bearing at joint(s) 2, 4 considers parallel to grain value using ANSI/TPI 1.1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 316 lb uplift at joint 2 and 316 1 uplift at joint 4. t 13r, 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Q,FrJ.•.• No. 45161OTA Ya d R10,, Q L September 11,20( ATAARMING - ver(Jj/ design parameters and READ WOTSS ON TBIS AND REVERSE SIDS BEFORE USE. Nil DesignvalidforuseonlywithMlfekconnectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded verbis ally. ApplicabilityofdesignporametersandproperIncorpoiallonofcomponentiesponslbllByof building designer - not Huss designer. Bracing shown is to Weial suppod of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall stiuctute Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, staage, delivery, erection and bracing, consult OST-68 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTek0 Handling InstallingandBracingRecommendationavailablehornTrussPlateInstitute, 583 D'Onofrb Drve, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply platesJo both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS 0 O x U a O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TC B 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N 0 El MTek® 01MR0-WR Genera! Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each a: joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at 14 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Joo russ Truss Type JUNAIDIE BUDIMAN PE #45161 y y 11350948 DR1965F J ROOF TRUSS 16472 Segovia Cir. N. 14 1PembrokePines, Ff 33331-4627 o tional FL 4.21JI SRI s Aug 1 e n us nes, Inc. Tue Sep I I Ut5:Ut3:45age r I— -1.0.0 7-0-0 1-0•0 7-0.0 3 Scale = 1:18.2 5.00 FIT 2 4 2x4 = 7-0-0 7 0.0 LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) 0.20 1.2 >85 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) •0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6.0.0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS (lb/size) 3=234/Mechanical, 2=424/0.8-0, 4=66/Mechanical Max Horz 2=181(load case 4) Max Uplift 3=•154(load case 2), 2=•182(load case 4) FORCES (lb) • First Load Case Only TOP CHORD 1.2=29, 2.3=75 BOT CHORD 2.4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they arenotexposedtowind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 lb uplift at joint 3 and 182 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard p l 13a f t : No. 45161 Q' STATE OF j pli September 11,2 01 AWARdY NO - ver* desrfpn painianwMrs and RRAD NOMS ON THIS At17d4 REVER86 d3= 66F0R6 use. •. Design vaSd For use only with MDek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be installed and boded vertically. Applicabilityof design parameters and proper Incorporation of component is responsibility of building designer • not trussIsdesigner. Bracing shown tot lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Isthe responsibility of the etectoi. Additional permanent bracing of the overall structure k the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult QST-68 Quality Standard, DS9.89 Bracing Spec&Icatlan, and HIS-91 allinq and &racing Recommendation available from Truss Institute. $83 D'Onoab Drive, Madison, WI 53719. Handling InslPlate M iTek® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Ye" 0 O For 4 x 2 orientation, locate 7: plates 1/8" from outside edge of atrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922leSBCCI87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek" General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. CLIP PANEL TM FORM018,619 'ti41L ® mmac'MR(8) 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9, Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. OO 1 M Mitek Holdings, Inc. Job russ russ ype JUNAIDIE BUDIMAN PE #45161 City Ply R 16472 Segovia Cir. N. 1135094 DR1965F J1 MONO TRUSS Pembroke Pines, FI 33331-4627 10 1 optional) MiTek Industries, Inc. 4. 1 1 s un 82001 M*Tek Industries, Inc. ueSep 11 11:46: 1-0-0 1-0-0 1-0-0 1-0-0 3 Scale = 1:5 5.04U 2 2x4= 4 1 1-0-0 1-0-0 Plate Offsets 2:0-1-8 0-1-0 LOADINQpsf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min 1/deft = 360 Weight: 5 lb LUMBER BRACING TOP CHORtY X 4 SYP No.2D TOP CHORDSheathed or 1-0-0 oc purlins. BOT CHORIY X 4 SYP No.2D BOT CHORDRigid ceiling directly applied or 10-M oc bracing. REACTION*b/size).,2=168/0-1-8, 4=10/0-1-8, 3=-7/0-1-8 Max HorF=57(load case 4) Max Uplift=-140(load case 4), 3=-7(load case 1) Max Gran=168(load case 1), 4=10(load case 1), 3=29(load case 3) FORCES(lb) - First Load Case OnlyTOPCHORDI-2=28, 2-3=-33 BOT CHOR12-4=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceankne, on an occupancy category 1, condition I enclosed building, of dimensions 45 It by 24 it with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4, 3. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 lb uplift at joint 2 and 7 lb uplift at joint 3. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S$tandard 17 V Y No. 4.5161 =1k s. STATE OF ANAL AWARNINO - Verok design parameters and READ !VOTES ON Tms AND RE VERSE awz Rz"R6 USE. asset illir Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be Installed and kooded vertically. Applcablis llyofdesignparametersandproperIncorporationofcomponentresponslblkty of building designer - not bust designer. Bracing shown is for lateral support of Individualweb members only. Additional temporary bracing to Insule dabillly during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the msponsibBBy of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, election and bracing, consull OST-1111 Quality Standard, 0811-89 Iracing Specification. and H1111-91 M iTe k® HandlingIndalllnqandBracingRecommendationavailableliomTrustPlateInstitute, 583 D'Onoblo Drive, Madison, W163719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3i. *Center, plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. 4 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2Q other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; 0 joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a a y = at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at 1/4 length(' 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, oe" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional MtTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. IM Mitek Holdings, Inc. CLIP FORM018,019 GAN1[ii-WatL iryroav,Aia® Job russ I russ I ype .IUNAIDIE BUDIMAN PE #45161 Y Y 16472 Segovia Cir. N. 11350950 DR1965F K ROOF TRUSS Pembroke Pines, FI 33331-4627 4 1 o tional s ug 1 e n us rles,Inc. I ue bep 11 U&UdAbage Y r tA0 5-0-0 14)-0 5-" 3 Scale = 1:14.1 5.00 12 2 1 4 2x4 = r 5-0-0 i 5-0-0 LOADING (psf) TCLL SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP 30.0 TCDL 7.0 Plates Increase 1.33 Lumber Increase 1.33 TC 0.24 BC 0.08 Vert(LL) n/a n/a Vert(TL) 0.05 1.2 >358 M1120 249/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS (lb/size) 3=155/Mechanical, 2=335/0.8.0, 4=46/Mechanical Max Horz 2=139(load case 4) Max Uplift 3=- 100(load case 2), 2=• 166(load case 4) FORCES (lb) - First Load Case OnlyTOPCHORD1-2=29, 2-3=50 BOT CHORD 2.4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they arenotexposedtowind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others}of truss to bearing plate capable of withstanding 100 lb uplift at joint 3 and 166 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard E 8t,pl iQiiC4. Y. Y No.45161 ='k o STATE OF Y- sY ' 0 R I'D oNa110 ' September 11,2q01 Q WARMNG - ver W design pa ineteR and Jt&W x0! ZS ON THIS AND MVERBE SWE BEFORE t=- Design valid lot use only with MITek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be Installed and loaded vettloaNy, Applicability of design parameters and proper Incotpoiatbn of component is responsiblitly of building designet - not buss designet. Btacing shown is lot Ictetal suppod of Individual web members only. Additional temporary bracing to Insure stability duiing construction is the responsibility of the erector. Additional permanent brbrcing of the overall sbuctute is the tesponsbbly of the building designer. Fot general guidance regarding fobrlootion, quality control, storage, delivery, erection and bracing, consufi QST-SS Quality Standard, DSB•89 bracing Specification, and HIS-91 Handling Installing and bracing Recommendation avollable born Truss Plate Institute. 593 D'Onoftlo Drlve, Madison, WI53719, M iTek® Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. a For 4 x 2 orientation, locate O X plates 1 /8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the Wok/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTek® Nroao,aia® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at I14 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. - 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL cuP © 1993 Mitek Holdings, Inc. Job russ I russ Iype JUNAIDIE BUDIMAN PE 945161 y y 11350951 DR1965F L ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331 4627 4 1 optional) LQNGWQQD, FL 4.201 bK1 s Aug ZZ 2001 Mf Pk n us ries, Inc. Tue Sep age i 1.0.0 3.0.0 3-0.0 3 Scale = 1:9.5 5.00 t2 2 t 4 2x4 = 3-0.0 3.0-0 LOADING (DSf) SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.02 1 >977 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) •0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC ILL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3.0.0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (lb/size) 3=69/Mechanical, 2=253/0.8.0, 4=26/Mechanical Max Harz 2=97(load case 4) Max Uplift3=-39(load case 2), 2=•158(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2=29, 2.3=-54 BOT CHORD 2-4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they arenotexposedtowind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.332) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 3 and 158 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard 4;iic No. 45161 0sS SPATE OF J Q AL September 11,2 1 AWAMNG - Verft deei',pn paranttstere and P&W NOMIS ON rats AND =VZR= SFDE BEFOB6 t=— • .. Design valid for use only with Welt connectors. Thk design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded veltioolly. Applicability of design parameters and proper Incoipoiatlon of component Is iesponslbBBy of building designer - not truss designer. Bracing shown k fa lateral support of Individual web members only, Additional temporary biocing to Insure stability during construction Is the tesponslb0lty of the eieclot. Additional permanent bi4cing of the oveicB structure It the tesponsibMty of the building designer. For general guidance iegafding lobdootion, quality conli 1, stofoge, dellvely, erection and bracing, consull GST-88 Oua1By Standard, OSI.89 $racing Specification, and NIB-01 Worldling Installing and $raeft Recommendation avallable ftom Truss Plate Institute, 583 D'Onotilo DtN*. Motlkon, W163719. Welk Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to bath sides of truss and securely seat, 0 O For 4 x 2 orientation, locate 2: plates 1 /8" from outside edge of 0. truss and vertical web. r- This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J6 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at 14 panel length(+6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. _ 15. Care should be exercised in handling, erection and installation of trusses. O 1993 Mitek Holdings, Inc. FORM018,019 Mraaaare Job I russ I russ Iype JUNAIDIE BUDIMAN PE #45161 Y Y DR1965F M ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627 4 1 11350952 optional) 4, LQNGW00D_,_F1 4.201 5RI s ug 72 7UO I M, I eK Inclustries, Inc. Tue Sep age 1-0•0 i 1-0-0 1-0.0 1-0.0 3 Scale = 1:5.7 5.00 12 2 1 4 Y 2x4 = 1-0.0 1-0.0 LOADING (ppsf) SPACING 2.0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) •0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min 1/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1.0.0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (lb/size) 3=•17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz 2=57(load case 4) Max Uplift3=•17(load case 1), 2=•151(load case 4) Max Grav 3=38(load case 3), 2=177(load case 1), 4=9(load case 1) FORCES (lb) • First Load Case Only TOP CHORD 1.2=28, 2-3=•37 BOT CHORD 2.4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.332) Refer to girders) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 3 and 151 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Dt 13 No.45M A% STATE OF f h hp'be•!1 vL September 1 2q01 AWAMNO - VerW design paraasetess w d READ NOT68 ON THIS AND REVERSE SIDE SEPORE USE. Design volld for use only with Welt connectors. This design Is based only upon parameter shown, and Is for an Individual building component to be Instased and loaded vertically. AppBcablilly of design patametets and proper 4rootporation of component Is tesponslbMy of building design*# - not Truss designer. Bracing shown It for $oteral suppott of Individual web members only. Additional tempotory bracing to Insure stability Curing construction Is the responslbllity of the ewctot. Additional permanent btbcing of the ovetall structure k the tesponslblitly of the building designer. For general guidance tegaiding fobrlcatlon, quality conhot storage, delivery, erection and bracing, consull CST-88 Oualily Standard, DSB-89 Bracing Specification, and NIB-91 Handling Installing and Bracing Recommendation ovoNm Tr ablefromPlate Institute, 593 D'Onohlo Drhro, Madison. WI $3719. M iT4 k® Symbols Numbering System AGeneral Safety Motes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. O WEBSbc, 3, Place plates on each face of truss at each For 4 x 2 orientation, locate i „ , ; , joint and embed fully. Avoid knots and wane plates/e" from outside edge of O at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords hces 4 pCzatpanellength(+ 6"from adjacent joint.) C,1. o BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in JI J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. b. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format roller to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. Nil 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. _ 15. Care should be exercised in handling, TM PANEL erection and installation of trusse$. 01993 Mitek Holdings Inc. CLIP FORM018,019 NMRO-MR Job russ Truss Type JUNAIDIE BUDIMAN PE #45161 Y y 11350953 DR1965F S ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627 2 1 optional) LONGWOOD, EL 4.201 SR1 s ug 22 ZQUI Mi I eK Inciustries, Inc. Tue Sep age 1-5.0 5.3.5 9-10.13 1-5-0 5.3-5 4-7-8 4 Scale - 8.6 9 3.54 F2 3x4 3 8 2 10 11 7 12 6 5 2x4 = 20 11 30 = 5.3.5 - 9-10-13 5-3-5 4-7-8 LOADING (psf) SPACING 2.0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) 0.07 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) •0.08 6.7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.01 5 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6.0.0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6.5.0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=188/0.1.8, 2=634/0.11.5, 5=397/Mechanical Max Horz 2=198(load case 2) Max Uplift4=•217(load case 3), 2=•515(load case 2), 5=-314(load case 3) FORCES (lb) • First Load Case Only TOP CHORD 1.2=29, 2.8=-1098, 3-8=-1001, 3.9=-88, 4-9=44 BOT CHORD 2.10=1000, 10.11=1000, 7.11=1000, 7.12=1000, 6.12=1000, 5.6=0 WEBS 3.7=187, 3.6=-1068 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 15 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they arenotexposedtowind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 217 lb uplift at joint 4, 515 lb uplift at joint 2 and 314 lb uplift at joint 5. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. 6) Special hanger(s) or connection(s) required to support concentrated loads} 150.01b up at 4.3.11, and 161.71b down and 395.31b up at 7.1.10 on top chord, and 21.61b up at 1.5-12, and 12.1lb down at 4-3.11, and 52.11b down at 7.1.10 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 1 F- 13 Uniform Loads (plf) Vert: 1.4=•74.0, 2.5=.20.0 Concentrated Loads (lb) tVQ G Vert: 8=10.1 9=-161.7 10=21.6 11=-12.1 12=• 52.1 No. 45161 0' STATE OF September 11,2 ( AwwRmNo - vervy design Parameter, and ReAD Noras oN THIS AND ReveR= swz 6eFolte use. Design valid or use only with MITek connectors. Thk design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporotlon of component Is responslbitly of building designer - not frun designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary, bracing to Insure slabitlty during construction Is the responsiblllty of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fobrloatlon, quality control, storage, delivery, erection and bracing, consuit CST-88 Quality Standard, 011111-89 tracing Specification, and NIB-91 M iTek® Handling Installing and tracing Recommendallon fromom Truss Vote Institute, 583 D'Onotrlo DrNe, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 of For 4 x 2 orientation, locate 0 Xplates1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS4X4perpendiculartoslots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-NBEARING Indicates location of joints at which bearings (supports) occur. MiTek® s ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. , 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 fMRO,AFR Job russ cuss Ype y16472SegoviaCir. N. 113509 DR1965F S1 ROOF TRUSS Pembroke Pines, FI 33331-4627 2 1 optional) FL, MiTekIndustries, Inc. 4 201 1 s un78 2001 MiTak industries, Inc. Tue Sep 1 1148: 1-5-0 1-5-0 1-5-0 1-5-0 3 Scale = 1:5 3.54 11 2 N 4 1 2x4- 1-5-0 1-5-0 LOADINQpsf) SPACING 2-M CSI DEFL in (loc) Waft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.18 Vert(LL} n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) 0.02 1 >768 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight: 7 lb LUMBER BRACING TOP CHORD2 X 4 SYP No.2D TOP CHORDSheathed or 1-5-0 oc purlins. BOT CHORCe X 4 SYP No.2D BOT CHORDRigid ceiling directly applied or 10-M oc bracing. REACTION*b/size) 3=45/Mechanical, 2=240/0-8-0, 4=13/Mechanical Max Hord=60(load case 3) Max Uplitll=-15(load case 1), 2=-221(load case 2) Max Grab=48(load case 2), 2=240(load case 1), 4=13(load case 1) FORCES[Ib) - First Load Case Only TOP CHORD]-2=29, 2-3=-35 BOT CHORI24=0 NOTES 1)This truss has been designed forthe wind loads generated by 100 mph winds at 15 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 60 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 It by 24 It with exposure C ASCE 7-93 per SBC/ANSI95 If"end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 3 and 221 lb uplift at joint 2. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S$tandard AIt 13/,fjf G`Pl F r qr tNO, 45161 ; 0'. STATE OF QwaL AWAMNG - VerM deeiyn parameters and READ NOrzs ON TAM AND MVZRSB smz azroRf6 USX. ..rsissi ® Design valid for use only with MITek connectors. Thb design is based only upon parameters shown, and Is tot an Individual building component to be ElInstalledandloadedvertically. Applicability of design parameters and proper Incotpotatlon of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the tesponslblllly of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 bracing Specification, and HIB-91 M iT@k0HandlingInstallingandBracingRedommendatlonavailablefromTrussPlateInstitute, 543 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 01 13/14 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 1/6 securely seat. J2 J3 J4 owner and all other interested parties.. 1 TOP CHORDS 2. Cut members to bear tightly against each14c2Q other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates/e" from outside edge of O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at panel length(' 6" from adjacent joint.) ce C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. 16. Care should be exercised in handling, andTM PANEL erection installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016.019 ago-"A1L ® HMRO,A/R® mo 11 omm= a- VIIA r rI I rI CC: ALL BEARING WALLS TO BE PLACED , J i_E GR. ICTICEH REVIEW ALL SPAN DIMENSIONS--BRG. WALLSIPRIORTOSETTINGTRUSSES.. 1 dGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI WALLS SHOWN ARE 70 BE BEARING., d d 3 PLY HGR. SIGNED APPROVAL: X JOB NUMBER: DR1965F DATE: 1-4-01 PITCH: ABRG: OAD: SHINGLESCUSPANCUSTOMER: D R H WON ` 407-321-144 BY:T.H JOB NAME: MODEL 1965 V ELEV. Ii 12" FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1966 Builder: DR HORTON Address: 2.33 Permitting Office: City, Stater , (::I3z3 Permit Number: Owner: D. -k Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ I 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 10.30 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 1967 ft' c. N/A 7. Glass area & type a. Clear - single pane 222.0 W _ 13. Heating systems b. Clear - double pane 0.0 ft' a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SC/SHGC - single pane 0.0 ft' _ HSPF: 6.90 _ d. Tint/other SC/SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A N/Aib. c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 28.0 ft' b. N/A c. Frame, Wood, Adjacent R=11.0, 302.0 ft' d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 2005.0 W _ 15. HVAC credits 1 b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, j b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 27934.00 PASSTotalbasepoints: 29729.00 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: -12& DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/ AGENT: T- DATE: 1C7.S _0% Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® ( Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 1967.0 42.08 14897.9 Single, Clear NW 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear NE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 Single, Clear NE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adsjcent 302.0 0.7 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4 Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM = Points Under Attic 1967.0 0.60 1180.2 Under Attic 19.0 2005.0 1.10 2205.5 Base Total: 1967.0 1180.2 As -Built Total: 2005.0 2206.5 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p) 31.90 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 6443.8 INFILTRATION Area X BSPM Points Area X SPM Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGauge® DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 40141.1 Summer As -Built Points: 36566.0 Total Summer X System Points Multiplier Cooling Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier Cooling Points 40141.1 0.3577 14358.6 36566.0 36566.0 1.000 1.00 1.048 1.048 0.331 0.331 1.000 1.000 12686.9 12686.9 EnergyGauge^" DCA Form 60OA-97 EnergyGaugeO/RaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: ... PERMIT #: BASE AS -BUILT GLASS TYPES X Conditioned X BWPM = Points Overhang18 Floor Area Type/SC Omt Len Hgt Area X WPM X WOF Points 18 1967.0 4.79 1695.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adajcent 302.0 1.8 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8 Exterior 1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM Points Under Attic 1967.0 0.60 1180.2 Under Attic 19.0 2005.0 1.00 2005.0 Base Total: 1967.0 1180.2 As -Built Total: 2005.0 2006.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p) 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 606.0 INFILTRATION Area X BWPM Points Area X WPM Points 1967.0 0.28 550.8 1967.0 0.28 550.8 EnergyGauge® DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 4767.0 Winter As -Built Points: 8954.6 Total Winter X System = Points Multiplier Heating Points Total X Component Cap Ratio X Duct X Multiplier System Multiplier X Credit = Multiplier Heating Points 4767.0 1.0730 5115.0 8954.6 8954.6 1.000 1.00 1.073 1.073 0.495 0.495 1.000 1.000 4752.6 4752.6 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE I AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 14368.5 5116.0 10256.0 29729.6 12686.9 4752.6 10494.6 27934.0 PASS EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK__ Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between 'walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with = 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air banter on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES Imust be met or exceeded bv all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit I breaker electric or cutoff as must be provided. External or built-in heat trap required Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readilyaccessible 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. EnergyGauge'"' DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 81.8 The higher the score, the more efficient the home. l . New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear -double pane c. Tint/other SC/SHGC - single pane d. Tint/other SC/SHGC - double pane 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, Exterior c. Frame, Wood, Adjacent 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: Garage b. N/A New _ 12. Cooling systems Single family _ 1 a. Central Unit 4 _ b. N/A Yes _ 1967 ft' c. N/A 222.0 ft' _ 13. Heating systems 0.0 ft' _ a. Electric Heat Pump 0.0 ft' _ 0.0 ft' b. N/A R=0.0, 202.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance R=3.0, 1026.0 ft' _ R=11.0, 28.0 ft' _ b. N/A R=11.0, 302.0 ft' _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2005.0 ft' _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: % '\tscDate: K} 01 Address of New Home: City/FL Zip:t 1rE n3 lt 2 a Cap: 36.0 kBtu/hr SEER: 10.30 _ Cap: 36.0 kBtu/hr _ HSPF: 6.90 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 yourscore is 80 or greater (or 86 fora US EPA/DOE EnergyStarn"designation), your home may qualify forenergy efficiency mortgage (EEM) incentives if youobtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fseaucf eduforinformation and a list of certifiedRaters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommunityAffairs at 8501487-1824. EnergyGauge® ( Version: FLRCNA-200) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project • • For: D.R.HORTON Notes: Design Information Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF db 32FDegsn Heating Summary Buildingg heat loss 33617 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33617 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 1967 1967 Volume (ft3) 15736 15736 Air chan9 es/hour 0.8 0.4 Equiv. A F (cfm) 210 105 Heating Equipment Summary Make TRANE Trade Outside db 93 OF Insidedb 18esn F RIIyy9elative iumidity 0 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 24414 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use Mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 24896 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 30620 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 6.9 HSPF Efficiency 10.3 EER Heating Input 0 Btuh Sensible cooling 24850 Btuh Heating output 0 Btuh Latent cooling 10650 Btuh Heating temp rise 0 Actual Treating fan 0 OF cfm Total coolingActualcooling fan 35500 1200 Btuh cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.049 cfm/Btuh Space thermostat Load sensible heat ratio 82 BoldRtellc values have been manually overrldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right-SuHe Residential'- 5.0.33 RSR26016 2000.Oct-1309:58:58 A4WA E:1F11es\drhortonM96511965.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R .lob: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.8 ach x 15736 ft' x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x210 cfm x 32 °F Winter TD = 7400 Btuh 3. Winter infiltration HTM 7400 Btuh / 260 ft Total window 28.5 Btuh/ftz and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 15736 fV 2. Summer infiltration load 1.1 x105 cfm x 18 3. Summer infiltration HTM 2081 Btuh / 260 ftz x 0.0167 = F Summer TD = Total window = and door area 105 cfm 2081 Btuh 8.0 Btuh/ft2 Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 105 cfm = 3100 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) + 24414 Btuh Sum of ventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x 0.98 24896 BtuhEquipmentsizingload - sensible = 2. Latent sizing load 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 + 3100 Btuh Equipment sizing load - latent = 5724 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldlitallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. WI'IQhtSOft RIght-SUMO Residential*"" 5.0.33 RSR26016 2000-Oct-13 09:58:58 E:\F11es\dffiorton\1965\1965.ru Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 1 J: ttn to. Name of room Entire House LIVING LAUNDRY M/BTH 2j4MANUALLengthofexposed wall 202.0 ft 54.0 ft 10.0 ft 6.0 ft 3 Room dimensions 31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ft Ceiings Condit. Option 8.0 ftheat/cool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ftheat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE I NO. Htg Clg ft') Htg Clg ft') Htg I Clg ft2 Htg I Clg ftz) Htg Clg 5 Gross a 14B 4.6 2.1 1248 320 0 0 Exposed b 12 2.9 1.9 48 ffN aM 48 ffwf wfff 0 wfff NN MN Naf walls and c 13 3.2 1.2 320 M fN. 64 fwfa f«. 80 f1f1, NN 48 fN. partitions d 0.0 0.0 0 0 0 MM w.r. 0 e 0. 0 0.0 0 a. 0 twat Nfr 0 fa w w. 0 wfwf Maw f 0. 0 0.0 0 MN waM 0 wffe ffff 0 wwff 1wN 0 aaN wwN 6 Windows and a 1C 37.0 168 6209 55 2033 0 0 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 0 0 Heating c 9A 29.9 M 0 0 fwM 0 0 wfN 0 0 raft 0 0 aM! d 0. 0 M 0 0 fN. 0 0 wa 0 0 1/N 0 0 e 0. 0 N 0 0 1N. 0 0 wfff 0 0 MM 0 0 lwfa f 0. 0 0 0 0 0 wl. 0 0 rf. 0 0 ffff 7 Windows and North 20.4 16 325 3 59 0 0 0 0 glass doors NE/NW 39.4 80 3162 32 1261 0 0 0 ffff 0 Cooling E/ W 0.0 0 0 0 0 0 0 0 0 SE/SW 47.4 126 5975 20 953 0 0 0 0 South 0. 0 0'"« 0 0 0 0 0 0 0 Horz 0. 0 0 0 0 0 0 0 0 0 8 Other doors a 10 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b 10 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0. 01 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0 exposed b 12C 2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0 walls and c 13C 3.2 1.2 302 951 353 64 202 75 62 195 73 48 151 56 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 2005 3400 4463 403 683 897 60 102 134 162 275 361 b 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 01 0 0 0 01 0 01 0 0 0 12 Infiltration a 128.618.0 2601 7400 2081 75 21351 600 18 512 144 0 01 0 13 Subtotal loss=6+8..+11+12 30561 8048 ffff 1334 581 Less external heating 11N 0 f1M wNf 0 Nff ffM 0 ffM ifN 0 ffff Less transfer 0 0 0 0 Mf 14 Duct loss 10 OA 3056100 805 10 133 101y 58 15 Total loss = 13+14 33617 8853 1467 640 16 Int. gains: People @ 300 5 f 1500 0 0 0 0 0 i Appl. 12002 1800 0 0 1 1 6000 0 17 Subtot RSH gain=7+8.,+12+16 aNw 22195 fat NN 4644 f..f 1129 ff f 417 Less external cooling 0 M"" 0 fM f... 0 0 Less transfer f.f. aM. 0 wfff ffM 0 f.M ffww 0 1Mf fMf 0 18 Duct gain 101 2219 100 464 101 113 101 42 19 Total RSH gain-((17+18)•PLF 1.00 24414 1.00 5108 1.00 1242 1.00 01 458 201 Air required (cfm) 1 01 1200 01 251 01 61 23 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. y vr- jQ Htsc>ft Right -Suite ResidentielTm 5.0.33 RSR26016 2000.Oct-13 09:58:58 AGGP. E: 1Fllestdrhor1on1196511965.nu Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUALJ: 7th Ed. 1 Name of room M/BR BR 2 BR 3 BR 4 2 Length of exposed wall 33.0 ft 11.0 ft 26.0 ft 11.0 ft 3 Room dimensions 14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ft41CeiingsCondit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE I NO. Htg Clg ft') Htg Clg ft2) Htg Cig ft=) HigI Clg ft') Htg I Clg 5 Gross a 14B 4.6 2.1 136 88 208 88 wwlw Exposed b 12 2.9 1.9 0 NN NN 0 w1N NN 0 wNf 1fN wwN wfN walls and c 13 3.2 1.2 128 1wN wwN 0 wN NN 0 swN NN 1wN 1Nw partitions d 0.0 0.0 0 NN f 0 NN NN 0 1Nw N1w 0 e 0.0 0.0 0 w11f wwN 0 11N NN 0 NN NN 0 tww 1Nw f 0.0 0.0 0 wRM 1wN 0 NN NN 0 11N wwN 0 wwN wNw 6 Windows and a 1C 37.0 32 1183 16 591 16 591 16 591 lass doors b 8C 37.0 N 0 0 wwww 0 0 NN 0 0 wwN 0 eating c 9A 29.9 N 0 0 0 0 NN 0 0 0 0 wNw d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0""" 0 0 0 0 0 0 f 1 0.01 0 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 2 41 2 41 glass doors NE/NW 39.4 32 1261 16 630 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 47.4 0 0 0 0 14 663 14 663 South 0.0 0 0 0"*"" 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10E 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10C 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.01 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14 4.6 2.1 104 479 214 72 332 148 192 885 395 72 332 148 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13 3.2 1.2 128 403 150 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 160 1.7 2.2 238 404 530 154 261 343 168 285 374 121 205 269 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 11 285 0 26 674 0 11 285 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 128.51 8.0 32 911 2561 16 4551 128 16 455 128 161 455 128 13 Subtotal loss=6+8..+11+12 4235 1925 2890 1869 Less external heating wfwf 0 wNf wNR 0 NN NN 0 NN NN 0 1wf! Less transfer N»» 0 1w.w 0 0 1 0 14 Duct loss 100 423 10° 192 100 289 10 187 15 Total loss = 13+14 4658 2117 3179 2056 16 Int. gains: People @ 300 1 300 0 0 0 0 0 0 Appl. C 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 NN N1f 2711 w1N 1250 wwN wwww 1601 NN NN 1250 Less external cooling 0 0 0 NN 0 Less transfer 0 N1w 0 NN 0 w"' 0 18 Duct gain 100 271 10° 125 109 160 100 125 19 Total RSH gain=(17+18)"PLF 1.00 2982 1.00 0 1375 1.00 0 1762 871'"" 1.00 01 1375 6820Airrequired (cfm) 0 147 68 1 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. AWa-sg hCSOft Right-SuRe ResidentialTM 5.0.33 RSR26016 2000.Oct-13 09:58:58 K E:%FilesNdrhorton%196M1965.rar Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL32746.6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 2 Name of room Length of exposed wall FAMILY 33.0 ft KITCH/NOOK 18.0 ft BTH 0.0 ft 3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF C5 HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO Htg Clg fF) Htg Cig ft Htg Clg W) Htg Cig Htg Clg 5 Gross a 148 4.6 2.1 264 144 0 w«r rr Exposed b 12 2.9 1.9 0 w«r ie« 0 iw+r 0 rw« rwrr rrww rrwr wwrr walls and c 13 3.2 1.2 0 rr'1w i11 0 wir rw11i 0 Olwrr partitions d 0.0 0.0 0 0 e 0.0 0.0 0 w. rw.r 0 wwrw 0 f 0.0 0.0 0 0 0 6 Windows and a 1C 37.0 0 0 33 1220 0 0 wwww glass doors b 8C 37.0 54 1996 rrwr 0 0 rr 0 0 rrrr rr« Heating c 9A 29.9 rw 0 0 0 0 0 0d r«r rr. 0.0 ww« e 0.00.0 00 0 0 0 wwww O0 0 w.« rrw f 0 rrrw 0 0 rr« 0 7 Windows and North 20.4 5 99 4 85 0 0 glass doors NE/NW 39.4 0 0 0 0 0 0 0 0 0 rrrr Cooling E/W 0.0 0 0 0 SE/SW 47.4 49 2329 29 1367 0 0 South 0.0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 10 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 210 968 432 111 511 229 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 285 483 634 306 519 681 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 2 25.9 0.0 33 855 0 18 467 0 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 Perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 128.51 8.0 541 1537 432 33 939 264 0 01 0 13 Subtotal loss=6+8..+11+12 5839 3656 183 Less external heating 0 wwr 0 r... rwrr 0 Less transfer 0 0 0 14 Duct loss 100 584 10 366 10° 18 151 Total loss = 13+14 6423 4022 201 16 Int. gains: People C 300 4 1200 0 0 0 0 Appl. C 1200 0 0 1 1200 0 0 17 Subtot RSH ain=7+8„+12+16 5127 wrr wr« 3826 awwa rrrr 240 ww« rr+r Less external cooling ww wwrw 0 r+wr 0 rrrr rr 0 rrrr ww Less transfer 0 0 0 18 Duct gain 10 513 100 383 10 Oil 24 19 Total RSH gain=((17+18)"PLF 1.00 1 5640 1.00 1 01 4208 207 1.00 01 264 13 rwr. 201Air required (cfm) 01 2771 1 Printout certified by ACCA to meet all requirementb of Manual J 7th Ed. wr1ghtsOft Right -Suite ResidentiaM 5.0.33 RSR26016 2000.Oct-13 09:58:68 Aft E:Ti1e614rhorton%1965Y1965.r8r Page 3 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 000010 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 ne a c n 0 d 1 1 90 1.0 1.0 1.0 a 5.0 39.4 32.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/BTH M/BR a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 BR 3 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 FAMILY b n sw a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH Wilyil t50ft Rlght-Suite ResidentialTM 5.0.33 RSR26016 ; 2000-Oct-13 09:58:58 i9l+C. E:1Files oRon\1965%l%5.rsr Page 1 d. s--aar.. wvr s VY ws-isr wweur saau eo.0 j wwoiwn rr fi nw t r+w rrooaa 1 0 I :.M I 'v_ I mB AN Duct Na R-6 kwjW n Value 5.0TO.x ->./ I,' ftf ELECTRICAL PLAN lY Usi G tdyl: "-% "llgii:i:u:il Clearance at 4 Inches Around Air handier Per The State Energy 5 ELECTRICAL RISER CP 7C SLAB BY MM& 1 J ,e' MUK Z FROM BLDG. 1D A' vV 1L-,A17" rml Ia PLUMBIN49669WDIAGRAM e D BoxJK t= . REFRIGER IM NGWOOD, FL 305 (831.2665) CODL CUSTOMER JOS ADDRESS Ha /96 Z' "M ZulrAwp BY APPROVED !RY FIEY/ 9 Date ReriseG wit PLOT -PLAN DESCRIPTION: AS FURNISHED) LOT 87, BAKERS CROSSING PHASE I, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA TRACT A BELGIAN WAY 50' PLATTED RIGHT—OF—WAY PT --146:92 i 85.14' _ —__— wI n Iag 34.86' ZI S89'36'15"E 99 o J O10UTILITYEASEMENT N JCS DRIVE 5 0 — — 15. 0' 1 COVERED ENTRANCE I JI .. N N PROPOSED 11 LOT 88 CT) N W o MODEL 1965 FINISHED FLOOR i i O i' W ct ELEVAITON-30.5 w L VI O OwW I W1 Z Z i I Fq o f 40.0' 1 I o 40.0' 11I 5.0' ATIDP' 15.0' 19:0o_J LOT 87 N DRAINAGE TYPE B j 1 N89-23'38"W o , 60.00' 1LOT85 LOT 86 BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5.0' SIDE STREET: 15' PREPARED FOR: DR HORTON D A= 90'18' 41 " R=25.00' L=39.41' C8=N44'26'54"W C=35.45' THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA LURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES DNLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 04-17-95 AND FOUND THE SUBJECT PROPERTY APPEARS_JOI-LIE IN ZONE A, AREA WITHIN THE 100 YEAR FL000 PLAIN BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 87 BEING S 89'23'38" E PER PLAT. FIELD DATE:) SCALE: 1" = 30 FEET APPROVED BY: JOB NO. ASM33000 DRAWN BY: LOT 87, CONTAINS 6466 SQUARE FEET t THIS STRUCTURE CONTAINS 2379 SQUARE FEET 3 TOTAL CONCRETE 550 SO. FT. t TOTAL SOD 3537 SO. FT. t i IN I 589'17'34"E _ _ 25.00' W S ryIp 0 Iz 1 I0NNO 1J') Q w I W I PI 0 I r-- 0a mn Cr JC FLo P SLAB ELEVATION MUS1219t 16" ABME GOWN OF ADJACENT ROAD UNLESS OTHERWISE APPROVED LEGEND BUILDING SETBACK LINE CENTERLINE CNA CORNER NOT ACCESSABLE RIGHT OF WAY LINE 6 DENOTES DELTA ANGLE 99.9' PROPOSED ELEVATION L DENOTES ARC LENGTH PROPOSED DRAINAGE FLOW C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE CONCRETE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAND SURVEYOR PT DENOTES POINT OF TANGENCY PRM PERMANENT REFERENCE MONUMENT TYP TYPICAL PCP PERMANENT CONTROL POINT A/C AIR CONDITIONER P) PER PLAT COW CONCRETE BLOCK WALL M) MEASURED RP RADIUS POINT CHU OVFP14EAD UTILITY LINE. FND FOUND SO. FT, SQUARE FOOTAGE 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LANDRim2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBp6393 320 EAST SOUTH STREET, SUITE 180 PLAN 1-21-02 JML ORLANDO, FLORIDA PLOT PLAN 1-9-02 U 32801- (407) 426-7979 FOR Z FIRM COLE, PSM #4403 DATE Permit No.: 6 2- A 7 CITY OF SANFORD PERMIT APPLICATION Date: , q - 2.1 Job -'Address: _ 2?33 1 i Permit Type: Building Electrical Mechanical Plumbing Fire Alara0ptinkler Description of Work . F Additional Information for Electrical & Plumbing Permits Electrical: Addition/Alteration _Change of Service _Temporary Pole _New AMP Sccvice (# of AMPS ) PlumbinglResidential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commerdal: Number ofFixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: Residential aCommercial Type of Construction: . JMK— . _ Flood Zt Parcel No.: Ftg: ZA- Value of Work: S---° r = of Stories: I_ Number of Dwelling Units: .. Attach Proof ofOwnership nit Legal Description) Owner/Address/Phone: I FCr;(W --VN 0 fQ2r- p h N tJ -\yNLI tC9. Qri N t-- 3z 322 Contractor/ hone: RtC aL 'U*60 5,-3 -q 1O1 fo7. 5Z) nL tom' State License Number: Cer,055 Contact Person: ATC co V 4oj Phone &Fax Number. attest% q l01l'6 4ZZt3 Title Holder (If otherthan Owner): N1 r Address• Bonding Company: NA Address: Mortgage Lender: Address- Architect/ Engineer A •8 i • ' EiO C-nccQ? Address: 4eA 1`459— 444 SP, - t5j111. Fl 3'1a1IlkPhone No.: 4CM --114- GQ-T5 Fax No.: 404 1294 - 4 0=LB 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 alllaws 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. QWNER' 5 AMAVTT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with allapplicablelawsregulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COM MNCEMENT MAY RESULT IN YOUR PAYING TWICE FOP, ZVROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NO : 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 gmernmental 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 requirements of Florida Lien Law, FS 713. 041, mer/ Agent Date Signature of Contractor/April Date f C !"1 AZZ aard, Lem N e Print gent' N G Mary- Sta o ctf Data L. COUITON PATRICIAL. COUITON ;A ip ty Comm Exp• 7/26/2002 MCommExp. 7/2612002 C\ ;` TARP O i 1 No, CC 762427 r• PUBUC a No OC 762427 y yyp m t j00-1•D. 1 t ob w + r 1otMt I.D. Owner/ Agent is Personally Known to Me or Contractor/Agent is personally Known to Me or Produced ID Produced lD APPLICATION APPROVED BY: o42h 2/21 7 Date:Z- Special Conditions: CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side viewdetails of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing Inter and exterior. Show all components of wall section. e. Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. t: Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. 0 9. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. 0 h. Square footage table showing footages: Garages/Carports 41 S.F. Porch( s)/Entry(s) S.F. Patio( s) ra S.F. Conditioned structure S.F. Total ( Gross Area) 12-R7 S.F. 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: it. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNERBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tie beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. insulation, wails and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE By Own or Authorized Agent) Limited Power Of Attorney l4..-- I on l I hearb name and appoint: CraigCoulton and a'C 1 ..i 1 each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply t The Building Dept. of: C j to 0 sa & For a residential permit for work to be performed at: Lot # : Subdivision: fakus iass I Address: And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing inst ume t was acknowledged before me this: Date: 2- - C3Z, By: Richard B. Ladd (Contractor ) Who is personally known to me. -- State oaf Florida County o`,,Orange Of (fly PATRICIA L. COULTON TAR s My Comm Exp. 7/26/2002f'U No. CC 762427 assaWy Known ( ) OMr I.O. ublic Signature Notary Seal NWAPZ. P "' o i CM4TROIL Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASEiiRR S NAME AND ADDRESS Name .1- - A=) Address 2t Phone & Email LA- : Quarterly Payment Amount "6 First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result in the cancellation of this Warranty and justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone & Email INSTALLATION ADDRESS: L__. elli '.`, C 'u'. e' SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: - DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVERN HE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date ustomer or Agent Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained in literature provided by DowElanco: 1. install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and 4. during those years, inform the Customer of: a. any new or increased termite activity noted at the Stations b. any addition or removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan. iaperaintained for the LIFETIME of the identified property subject to the terms and conditions of this agreement for quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contact, standing water under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under the area(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying insect infestation, be the responsibility of Apex in areas where any of the conditions described in this Paragraph exist. Failure of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY. Customer expressly waives and releases any claims in any lawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, incidental, consequential, exemplary, punitive, liquidated, treble, or special damages if any kind, and in no event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)k is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatment may have and (2)it Is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any allergy or sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All components of the Sentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(note: Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or if Apex cannot offer an effective different form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and; (5)retrieve, or advise DowElanco or its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of the Components; and; (2)either agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the initial installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will immediately notify Apex in writing. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder in avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement is held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change in applicable law as it pertains to the services promised herein, Apex reserved the right to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex is prevented from fulfilling its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuel/or materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all the provisions of the Uniform Arbitration Act as in force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et M. The proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or its designee. The arbitrator will have the complete power to determine all issues of fact and law, and any determination of the arbitrators will be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basis, and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties and no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (tbirty-six) months from the initial date of installation, terminate this Agreement and be relieved of any liability hereunder if Apex determines, in its sole discretion, that it is unable to prevent or stop further damage to Property from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made immediately In writing to The Apex Corporate Office. Apex is only obligated to perform under this Agreement if the Customer allows Apex access to the identified Property for any purpose contemplated by this Agreement, including but not limited to re -inspection, whether the inspection was requested by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of I (one) year from its effective date. After this initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer fee payable to Apex within 30 thirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407-459-2847 407-858-0540 813-221-2947 800-929-2847 888-764-2847 877-459-2847 A.B. 0ESIGN GRDUP, INC. 1441 C^ 0427 NORTH L-0MCiWCO0. FR- . 32750 PH., (407) 774-0078 Ft^Xl (407) 774-4078 BAKERS CROSSING LOT# 87 1965"-R REVISED SQFTG, SQ. FT. CALC.'S LIVING 1967 SQ. FT. GARAGE 412 Sty. FT. ENTRY 22 SQ. FT. PATIO 54 SQ. FT. TOTAL 2455 SQ. FT. r. VM k04 2 . 3/l /02