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3641 Crawley Down Lp- 18-2904; NEW SFH (a)
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100005 BUILDING APPLICATION #: 18-10000591 BUILDING PERMIT NUMBER: 18-10000591 j - O ) 0 '1 119 CD J q 7 UNIT ADDRESS: CRAWLEY DOWN LOOP 3641 17-20-31-5VC-0000-0550 - AM713tv Id TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC DBA RYAN HOMES ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3641 CRAWLEY DOWN LOOP / KENSINGTON RESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE DATE: July 02, 2018 ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Family Housing 9,000.00 1.000 dwl unit 9,000.00PASingle 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759.00 Q PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT,. OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIALTROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 6v 1 Project Name: Kensington Reserve Project Address .-W I CVDwq1 La p Building Permit #: ' (3 Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney' s fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. S. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Print Name f Owne /Ten Signature of ner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO Rev. 02/10/15) Robert Lattanzi - Ryan Homes Print Nam en. Co tra Signature of Gen. Contractor CB C 1257565 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor ign El. Contractor EC0003096 El. Contractor License # Progress Energy Florida Power and Light on Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018095632 Book:9195 Page:695; (1 PAGES) RCD: 8/20/2018 11:14:46 AM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number: 18-2904 Parcel ID Number: 17-20-31-5VC-0000-0550 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 this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lot # 55 of Kensington Reserve 3641 Crawley Down Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest In property: Fee Simple Title Holder (if other than owner listed above) Name: NA Address: 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 5. SURETY (If applicable, a copy of the payment bond is attached): Name: NA Address: Amount of Bond: 6. LENDER: Address: Phone Number: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Dayna Mitchell Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE 30B SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Dayna Mitchell Assistant Secretary Signature er or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Tide/Office) Authorfled Otficer/Director/Partner/Manager) State of Florida County of Orange The foregoing instrument was acknowledged before me this day of ( 1P:. =.20' 18 by Dayna Mitchell who Is personeilwinown to me Name of person making statement who has produced Identification 0 type of identification produced: TRP.CY LEIvH NICDON -,LD I Vly COMMISSIt7N iF FF9?_501 i•. d h H•' o-: 1 EXPIRES October 06. 2A 19. 407i ;f98 7'53 Fialw.3Nota'yse i,ce ton, a C;ITY OF SANFORD L L BUILDING & FIRE PREVENTION" By-- _ PERMIT,APPLICATION Application No: Documented Construction Value: $ Job Address: 3641 Crawley Down Loop Historic District: Yes No Q Parcel ID: 17-20-31-5VC-0000-0550 ResidentialEl Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Name NVR INC. dba Ryan Homes Street: 4307 Vineland Rd #H20 City, State Zip: Orlando FL 32811 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Property Owner Information Phone: 407-692-9831 Resident of property? : Contractor Information Phone: 407-692-9820 Fax: 407-692-9821 State License No.: CBC1257565 Architect/ Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL Bonding Company: Address: N/ A E- mail: brian@abdesigngroup.com Mortgage Lender: Address: N/ A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work.or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Q) C) 00 16 Revised: June 30, 2015 Permit Application 1 410E In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction'value will be figured.based.on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in comp 'ance with all applicable laws regulating construction an ing. 6/26/2018 6/26/2018 Signature of er/ g nt Date Signature of cto Agent Date Tracy P4c d Tracy hAcDonald Print O n e Print Contrac or/ is Name 6/26/2018 6/26/2018 Signature o a -State of Florida Date Signature of State of Florida Date tiµyP e VIRGINIAOTERO AYR'B< VIRGINIAOTERO ao •, r t MY COMMISSION # GG 063257M`(COMMiSSION # GG 083257 P o EXPIRES: January 17, 2021 'gjc _ EXPIRES: January 17, 2021 Y OF 1 6on4sd Ttvu Budget Notaq SeaYoea Of FV3 Bonded T1vu Budget Notary Services Owner/Agent is ' X Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID Type, of ID Produced ID Type of ID BELOW IS FOR OFFICE USE'ONLY Permits Required: Building ® Electrical [J Mechanical W PlulnbingF<] Gas[] Roof Construction Type:y 3 Occupancy Use: 2 3 Flood Zone: )(-56g AT cM'v9 Total Sq Ft of Bldg: 3 (o t 2- Min. Occupancy Load: 19 # of Stories: 2_ New Construction: Electric - # of Amps Plumbing - # of Fixtures l Fire Sprinkler Permit: Yes No 6?" # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ($ UTILITIES: WASTE WATER: ENGINEERING: MTC.-1-1146 FIRE: BUILDING: '9;-- (a• - COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. Revised: June 30, 2015 Permit Application at;-1 1C,ITY OF SANFORD ' BUILDING & FIRE-PREVENTION- E PERMIT,APPLICATION Application No B- 0 04 Documented Construction Value: $ 110,122 Job Address: 3641 Crawley Down Loop Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-0550 Residential X Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Phone: 407-692-9820 Fax: 407-692-9821 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work -or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 4 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in comp ance with all applicable laws regulating constructionsany ing. Signature Tra Print C Date 6/26/2018 Signature oVckar ,_State of Florida Date rot yPY"J VIRGINIAOTERO MY COMMISSION A GG 063257 4 oT EXPIRES: January 17. 2021 ow l- £:ended Ttvu Budoel Notary SeMoes Signature of Print Contrac or/ is Name Tracy qcDonald 6/26/2018 Signature of -State of Florida Date 2. r'YP,e w VIRGINIAOTERO ti t MY COMMISSION # GG 063257 f1 oa EXPIRES: Jantory 17. 2021 OF Ft° Sorxled T1xu Budget Notary Services 6/26/2018 Date Owner/Agent is _x Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[]Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: I IU _I COMMENTS: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: / 3' 1r WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application SQ.FT. CALC.'S IST. FLR LIVING 109T SQ. FT. 2ND. FLR LIVMG 1683 SQ FT. TOTAL LIVRJG 2180 SQ FT. 2-GAR 4 TANDEM GARAGE 635 SQ FT. ENTRY 9T SQ. FT. LANAI 100 SQ FT. TOTAL 3612 5Q FT. EXTERIOR MASONRY NOTE: PRIOR TO DRYWALL WALL BRG. HEIGHTS INSTALLATION ALL FRAMING MEM5ER5 2'-0' FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TESMITE 8'-8' BRCS. TREATED SPRAY LO® FRET FTR WIDOW CALCO OOhPO EKr AND CLADDNn WIND LOADS SABO WIND E)WOOLFE F40R 8 SECOND CLISTS GILL I 9cLNiE WKXR O ILTi011 DONE W &M IO 1 112 mON _0. 5 248/ -302 2 22 3068 DR 4 21.9/ -30A 3 16 25-SH 4 285/ -310 4 16 25-SH 5 285/-316 5 34 2) 25-644 4 261V -29.4 6 34 2) 25444 5 213/ -352 1 34 2) 25-5 4 4 26.5/ -2SA B 41 6068 SCsD. 5 26.1/ -2W WIND DESIGN CRITERIA A BASIC WIND SPEED MPH (3 SECOND GUST) VILT.150 / VASO.116 MFH B. ItmF AJ_ PNESSUIE COEFFICENT— 18 G R15K CATEGORY -TYPE II EXPOSURE CATEGORY C NOTE, VALUES FOR CO"TPONENTS / CLADDMG PRESSURE ARE BASED ON THE Vult DEar.N WUJD SPEED. FBCR 6TH ED. (20IT) ALLOWS THESE PRESSUJR£8 TO BE MULTIPLIED BY 0b TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MAMPACTl11ERS. MAX. C 0 DTOP PL 9 x4 WOOD 01n IDCABINET SECTION 30' OR 42' UPPERS IIIsINRT m 21BASE CA' B. H UTCH ARCH DETAIL ARCH DETAIL v I'- 4 GOND% 1COND HE O O HB. 2) 25-SW O I (2) 25-5H I DLTIETTE IA I 10- L0XIm 0' m GLG. B I6 7 I2'-4'x3'-1' x I O 8'-8' CLG, I I I I 42' WICaH ; UTALL I uV WOOD CAP I IvFAMMY RM. I h 71--I I IIIIII; IIlIIIIII 42' HIGH RAIL r- IIrI— IIo 1'- 4' _0. 4'-0 2'-1' KITCHEN1— CARTANDEM GARAGE 4x4 F05T a,- a,CLG. F==== OPT LBW G J— III 4- 5H 8'- 8' GLG. Ox4 PLBW. 11 II4I '_ 8 D?BL1C OBL IR- ISH STUD n' O IIItIhII G IGRULIVN UM II'-8' X0'-0' 8'-8' CLG. 10'-6' 1a2' 68=aU— STUD Uic7_' d) POUR 2— CAR GARAGE SOLID M'-4'x2O'- 4' B-8' CLG. O25-514 r2l-5144O 0--- LINE -OF2N2F1 ABv. 2'-4' 22'— A36—'1 ENRY ATTIC I L ACGEEB J 161-01xl'-0. O.W. 1 I6'_0' 2'- 4' S'-0' 1 -0 12'- 4' 2'- 4' FIRSTFLOORPLAN 5CALE:V4'.I'- 0' ELEVATION F A R C R I T E C T E 6 GDes n rou Inc. i" I N. RONALD REAGAN BLVD. LONGWOOD. FL 32750 PH: 407-77" 078 FAX 407.77- 078 w bd-lgn9r.. P.c AA A: 0003325 l!usasr, sysDLv. ae TAT: KENSINGTON RESERVE IAT# 55) MODEL.• ESTERO BAY VERSION# 02) PROJECT 02997.0 0/ 055R1 PAGE FIRST FLOOR PLAN DATE: 6 /12 / 16 sCAi.E: 1/ 4"=1'-O" SHEET 3 OTr 8 SECOND R.R. WIDOW CALM OOWON B(r ADD CLADDNQ WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS GALL • 80LWM 0 K710N DONE m NH uw 1 15 A CM(Dr- 4 28b/ -31J IA B E55 5 28b/ -319 2 15 30W50-E 55 4 28b/ -3U 3 12 I tri IPS 5 23J/ -316 4 B EWM555 5144 286/ -3U 5 15 1050-ESS, 51-1 4 28b/-3U b 15 3050-514 4 28b/ -3U 15 30"-SH 5 28b/ -3T8 8 15 5 2816/ -318 ARCHTOP 9 15 Via, 5S 4 28b/ -3U WIND DESIGN CRITERIA A BASIC WIND SFEED MPH (3 SECOND GUST) 6 VULT.0 / VA5D.116 MPH B. INTEF34AL PRESSURE COEFFICENT- JS C. RISK CATEGORY.TYFE II D. E>Q'OSUFM CATEGORY C NOTE, VALUES FOR CGI'1PONENTS 4 CLADDING N'RES&1RE ARE BASED ON THE VUlt DESIGN WIND SPEED. FBCR 6TH ED. (20n) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY Ob TO MEET TFE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFAC7rUF£R8. 6'- 10' 19'-10' 1'-8' 4'-2' 3'-6' 10'- 4' O O O C J IR- ISFI_ 3050-SH 3050-SH EGRESS a 0_ EGRESS 9 6 8'- 0' CLG.loGD m b I A.I.C. 8'- 0' CLG. OANER S SUITE \ e 4-SW 9 2- 6 ry I I TRAY CLG. 6'- 10 3'-6' 10'-l' 5-J, CI 3'-8' 2'-0' Y-8' IR- I5H 1 u 1 e I '? u N AV. LA,. 42' xb0' I a) i I A•I•C. i ml 0' CLG. d) OLi 8'- 0' CLG. W LAV. BDRM. B2 8'- 0' CLG. T c I' 7 I i A/ I I I BATH l1 i F , 5 LA/C y m 8'-0. 0.G. %I/ LAUN, Z3 IN A IN CLG. CLG. 1 O m 4- @ r-T! BF. 9 CIT I la dr-9' 3'-8' 42' NIGH WALL W/ ;pTN,r- meµ I WOODCAPm 9 I ATTIC 110 GI - io IR-I -- BF. D LACGE58j- 4-0 4 0 K- I514 BF. LOFT BF. 13'- 8'x20'-b' 8'- 0' GLG 3'- 0' 3'-10' 8'-4' 9 6' BDRM. 04 3:- 12'- 0'xII'-2' POST BDRM43 PO 6 8'-0' CLG. a 13'-O'xl2'-0' d4 sw 3056-5H 050-e A~ 8 ARCHOTOPARC44TOP AP Wu O EGRESSEGRESS 12'-8' 5'-6' O 5'-6' S'-8' O T-2' 14'-4' I'-10' 10'-2' 10 12'- 10' I6'-2' II'-0T' 12'-10' r.T LIFTE 20'-8' r OF T5 R BEZOU - 19'-4' 40'-0' I I J LINE OF IST. FLR BELOW SECOND FLOOR PLAN SGALE:1/ 41.I'-O' ELEVATION F 34'xb0' FlBEFwrLAs9 SHWA A 11 C N I T E C T E Design Gr up-... 1-1 N. RONALD REAGAN BLVD. LONG WOOD. FL 32750 PH : 407- 77"078 FAX :407- 774 78 www.M- ign91.up.... AA fi 000M25 1 I ty r IIBDIV. & Lom KENSINGTON RESERVE IAT# 55) MODElz ESTERO BAY VERSION#02) PROJECT 02997. 0 0/055R1 PAGE SECOND FLOOR PLAN RCLAND A ABOUCHACRA L AR NO 93M DATE: 6 / 12 /7 9CAmm 1/ 4"=1'-0" M EIi' P 4 OF 8 77- coxD c,uii FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FORBUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method gutLD ProjectName: Lot55KensingtonReserve Estero BayFGLE Builder Name: RYAN HOMES Street: 3641 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD, FL, 32773 Permit Number:# 1 8 _ O SANFORD Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) O pAf2l 1. New construction or existing . New (From Plans) 9. Wall Types (2588.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R`13.0 1328.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 891.94 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 368.33 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1825.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1825.00 ft2 6. Conditioned floor area above grade (ft2) 2780 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. R= ft2 11. Ducts R ft2 7. Windows(316. 5 -sqft.) Description Area a. Sup: Attic, ReV 2nd Floor, AH: 2nd Floor 6 219.2 a. U-Factor. Dbl, U=0.35 276.50 ft2 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 336 SHGC: SHGC=0. 29 b. U-Factor: Dbl, U=0.62 40.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0. 29 a. Central Unit 23.4 SEER:15.00 b. Central Unit 28.4, SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft2 a. Electric Heat Pump 23.2 HSPF:8.50 SHGC: b. Electric Heat Pump 28.0 HSPF:8.50' Area Weighted Average Overhang Depth: 2.775 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallonsEF:0.950 8."Floor Types (2780.0 sqft.) Insulation Area a. Floor Over Other Space R=0.0 1133.00 ft2 b. Conservation features b: Slab -On - Grade Edge Insulation R=0.0 1097.00 ft2 None c, 'other (see, details) R= 550.00 ft2 15. Credits Pstat Glass/Floor Area: 0.114 Total Proposed Modified Loads: 70.67 PASS Total Baseline Loads: 74.41 hereby certify that the plans and specifications covered by Review of the plans and TiftE ST q this calculation are in compliance w the Florida Energy specifications covered by this v© Code. calculation indicates compliance VIA with the Florida Energy Code. rr,rf' ? Q PREPARED BY: Before construction is completed k DATE: 6- 18- 18 ScottPratt this building will be inspected for compliance with Section 553. 908 hereby certify that this building, as designed, is in compliance Florida Statutes. C0 with the Florida EnergyCOWNER/AGENT: BUILDING OFFICIAL: DATE: 18 DATE: Compliance requires certification by the air handler,unit ma nufacturer_that the air handier enclosure qualifies as certified factory -sealed in accordance with R403 3 2 1 Compliance requires an Air Barrier and Insulation Inspection Checklist ih accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater tha t 7 00 ACH50 (R402.4.1.2). 6/18/2018 8: 23 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 0 f=ORM R405-2017 PROJECT Title: Lot55Kensington Reserve Este Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2780 Lot # 55 Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON of Units: 1 Worst Case: No PlatBook: Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3641 CRAWLEY DOW Permit Office: SANFORD Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD , Family Type: Single-family FL , 32773 New/ Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Block1 1097 9543.9 2 Block2 1683 13464 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1 st Floor 1097 9543.9 Yes 4 0 1 Yes Yes Yes 2 2nd Floor 1683 13464 No 1 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor _-_- ___- 100 ft2 13 0 0 1 2 Floor over Garage 2nd Floor ___ ---- 450 ft2 13 0.1 0 0.9 3 Slab -On -Grade Edge Insulatio 1 st Floor 102.5 ft 0 1097 ft2 0.35 0 0.65 4 Floor Over Other Space 2nd Floor ____ __-- 1133 ft2 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg). 1 Gable or Shed Composition shingles 1848 ft2 356 ft2 Medium 0.85 No 0.85 No 0 22.6 ATTIC IRCC V # Type Ventilation Vent Ratio (1 in) Area RBS 1 Full attic Vented 300 1706 ft2 N N 6/ 18/2018 8:23 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 2nd Floor 38 Blown 1825 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To Wall Type Space 1 S Exterior Frame - Wood 2nd Floor 13 42 6 8 0 340.0 ft2 0 0.23 0.6 0 2 S Exterior Concrete Block - Int Insul 1st Floor 4.1 10 0 8 8 86.7 ft2 0 0 0.6 0 3 E Exterior Frame - Wood 2nd Floor 13 40 6 8 0 324.0 ft2 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul 1st Floor 4.1 20 6 8 8 177.7 ft2 0 0 0.6 0 5 N Exterior Frame - Wood 2nd Floor 13 42 6 8 0 340.0 ft2 0 0.23 0.6 0 6 N Exterior Concrete Block - Int Insul 1st Floor 4.1 42 0 8 8 364.0 ft2 0 0 0.6 0 7 W Exterior Frame - Wood 2nd Floor 13 40 6 8 0 324.0 ft2 0 023 0.6 0 8 W Exterior Concrete Block - Int Insul 1st Floor 4.1 30 5 8 8 263.6 ft2 0 0 0.6 0 9 Garage Frame - Wood 1st Floor 13 42 6 8 8 368.3 ft2 0 0.23 0.3 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area . . Ft In Ft In 1 E Insulated 1st Floor None 25 3 6 8 20 ft2 2 Wood 1st Floor None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 1 ft 6 in None Exterior 5 2 S 2 Metal Low-E Double Yes 0.62 0.29 N 40.0 ft2 11 ft 0 in 0 ft 10 in None Exterior 5 3 E 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 4 E 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 3 ft 8 in Drapes/blinds Exterior 5 5 E 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 6 E 4 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 6 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 7 N 5 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 1 ft 5 in Drapes/blinds Exterior 5 8 N 6 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 11 ft 10 in Drapes/blinds Exterior 5 9 W 7 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 10 W 7 Vinyl Low-E Double, Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 11 W 8 Vinyl Low-E Double Yes 0.35 0.29 N 64.8 ft2 1 ft 0 in 11 ft 10 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 635 ft2 635 ft2 77 ft 8.3 ft 1 6/18/2018 8:23 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 i=nRM RdnF-9n17 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000368 2684.3 147.36 277.14 .3308 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Heat Pump/ Electric Heat Pump/ None None HSPF:8.5 23.2 kBtu/hr HSPF:8.5 28 kBtu/hr 1 2 sys#1 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit/ Central Unit/ None None SEER: 15 23.4 kBtu/hr 0 cfm 0.75 SEER: 15 28.4 kBtu/hr 0 cfm 0.75 1 2 sys#1 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume ' FEF None None ft2 DUCTS V # Supply =-- - Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat .Cool 1 2 Attic 6 219.2 ft Attic 6 336 ft2 2nd Floor 2nd Floor 55 ft2 Default Leakage 2nd Floor (Default) (Default) 84 ft2 Default Leakage 2nd Floor (Default) (Default) 1 1 2 2 TEMPERATURES Programable Thermostat: Y CoolingJXJ Jan JXJ Feb XXJ Mar HeatiriXJan XFeb Mar X Jan X Feb X Mar Ceiling Fans: Jun X Jul Xj Au X] Se XjOct Ar X MaJXXJXAPrlX MayJunlX Jul XAuJX] SeP XOct JXJ XApr X May X JunXJulXAugX] Se X Oct X] Nov lxJ Nov X] Nov X] Dec f X] DecVentin X] Dec 6/18/2018 8:23AMEnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 T-UKM K4U5-LUI / Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/18/2018 8:23 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerformance Index, the more efficient the home. 3641 CRAWLEY DOWN LOOP, SANFORD, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.35 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 SHGC: SHGC=0.29 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types a. Floor Over Other Space b. Slab -On -Grade Edge Insulation c. other (see details) New (From Plans) 9. Wall Types Insulation Single-family a. Frame - Wood, Exterior R=13.0 b. Concrete Block - Int lnsul, Exterior R=4.1 1 c. Frame - Wood, Adjacent R=13.0 4 d. N/A R= 10. Ceiling Types Insulation No a. Under Attic (Vented) R=38.0 2780 b. N/A R= c. N/A R= Area 11. Ducts 276.50 ft2 a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 40.00 ft2 12. Cooling systems ft2 a. Central Unit b. Central Unit ft2 13. Heating systems a. Electric Heat Pump 2.775 ft. b. Electric Heat Pump 0.290 Insulation Area 14. Hot water systems R=0.0 1133.00 ft2 a. Electric R=0.0 1097.00 ft2 b. Conservation features R= 550.00 ft2 None 15. Credits 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, anew EPL Display Card will be completed based on installed Code corgpCt features. Builder Signature: Date: 6/18/2018 Address of New Home: 3641 Crawley Down Loop City/FL Zip: 32773 Area 1328. 00 ft2 891. 94 ft2 368. 33 ft2 ft2 Area 1825. 00 ft2 ft2 ft2 R ft2 6 219.2 6 336 kBtu/ hr Efficiency 23. 4 SEER:15.00 28. 4 SEER:15.00 kBtu/ hr Efficiency 23. 2 HSPF:8.50 28. 0 ''HSPF:8:50 Cap: 50 gallons EF: 0.95 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage ( EEM) incentives if you obtain a Florida. EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge. com or see the EnergyGauge web site at energygauge.com for information and a, list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission' s support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/ 18/2018 8:24 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017). Mandatory Requirements for. Residential Performance, Prescriptive and. ERI Methods ADDRESS: 3641 CRAWLEY DOWN LOOP Permit Number. SANFORD, FL, 32773 . MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida, law Section 553.9085 Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL.-display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official 'shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing'- methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criterialisted in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402. 4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall, be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall ;be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or"(i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code " official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. , . Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402. 4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402. 4.3 Fenestration air Ieakage\Nindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm.per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 6/ 18/2018 8:24 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated.in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement.wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). • Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough -in test: Total leakage shall be measured with a pressure differential of-0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory) Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with"Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 6/18/2018 8:24 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a . downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible . to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solartnergy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code,. Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an.electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2 No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10. otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 6/18/2018 8:24 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested inr accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 6/18/2018 8:24 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatory e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 6/18/2018 8:24 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge@ - USRCSB v6.0 6/18/2018 8:23:07 AM Page 1 of 1 Manual S Compliance Report Job: W55KensingtonReserv... Wrightsoft, p p Date: 8-30-11 Zone 1 By: EJH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-831-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Design Conditions Outdoor design DB: 92.5°F Outdoor design WB: 76.2°F Indoor design DB: 75.0°F Indoor RH: 50% Sensible gain: 16674 Btuh Latent gain: 3027 Btuh Total gain: 19700 Btuh Estimated airflow: 780 cfm Entering coil DB: 78.2°F Entering coil WB: 64.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140241 K+ASPT29B14A Actual airflow: 780 cfm Sensible capacity: 19170 Btuh 115% of load Latent capacity: 3460 Btuh 114% of load Total capacity: 22630 Btuh 115% of load SHR: 85% o 0 Design Conditions Outdoor design DB: 42.3°F Heat loss: 15570 Btuh Entering coil DB: 68.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140241 K+ASPT29B14A Actual airflow: 780 cfm Output capacity: 23200 Btuh 149% of load Capacity balance: 33 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 780 cfm Output capacity: 4.5 kW 99% of load Temp. rise: 50 IF Meets all -,requirements of ACCA Manual S. Wright5Qf'C" 2018-Jun-18 08:21:27 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1' TICK,,.BayFGLE\Lot55KensingtonReserveEsteroBayFGLE.rup Calc = MJ8 Front Door faces: E Manual S Compliance Report Job: LM55KensingtonReserv... wr ightsoft- Date: 8-30-11 Zone 2 By: EJH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3641 CRAWLEY DOWN LOOP, SANFORD, FL32773 merit; A Design• • • Outdoor design DB: 92.5°F Sensible gain: 21271 Btuh Entering coil DB: 79.1 OF Outdoor: design WB: 76.2°F Latent gain: 3101 Btuh Entering coil WB: 64.3°F Indoor design DB: 75.0°F Total gain: 24372 Btuh Indoor RH: 50% Estimated airflow: 947 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140301K+ASPT37C14A Actual airflow: 947 cfm Sensible capacity: 24198 Btuh 114% of load Latent capacity: 3451 Btuh 111% of load Total capacity: 27649 Btuh 1130% of load SHR: 88% Design Conditions Outdoor design DB: 42.3°F Heat loss: 15085 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140301K+ASPT37C14A Actual airflow: 947 cfm Output capacity: 28000 Btuh 186% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 947 cfm Output capacity: 4.2 kW 95% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. Entering coil DB: 68.6°F Capacity balance: 28 OF Economic balance: -99 OF wri_ghtsoft Right-Suite(E) 2018-Jun-18 08:21:27 y- gt-ute® Universal 2018 18.0.13 RSU23828 Page 2 A+Clk ... Bay FGLE\ Lot 55KensingtonRes erveEsteroBayFGLE.rup Calc = MJ8 Front Door faces: E wrightsoft® Component Constructions Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-831-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot55KensingtonReserv... Date: 8-30-11 By: EJH Nro ect inormat on For: RYAN HOMES Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (IF) 42 93 Infiltration: Daily range (OF) - 16 ( M) Method Simplified . Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions or Area U-value Insul R Htg HTM toss Clg HTM Gain ft' Btuh/ft-F ft'-°FBtuh BtuhW Btu Btuh/ft' Btu Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh: 13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 112" gypsum board int fnsh . 16B-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows n 310 0.091 13.0 2.52 780 2.35 728 e 279 0.091 13.0 2.52 703 2.35 656 s 310 0.091 13.0 2.52 781 2.35 729 w 282 0.091 13.0 2.52 711 2.35 663 all 1181 0.091 13.0 2.52 2976 2.35 2777 n 332 0.201 4.1 5.57 1846 4.37 1450 e 125 0.201 4.1 5.57 698 4.37 548 s 47 0.201 4.1 5.57 260 4.37 204 w 200 0.201 4.1 5.57 1111 4.37 873 all 703 0.201 4.1 5.57 3915 4.37 3074 n 5 0,049 19.0 1.36 7 2.66 13 ne 3 0.049 19.0 1.36 4 2.66 8 e 10 0.049 19.0 1.36 13 2.66. 25 se 3 0.049 19.0 1.36 4 2.66 8 s 5 0.049 19.0 1.36 7 2.66 13 sw 3 0.049 19.0 1.36 4 2.66 8 w 10 0.049 19.0 1.36 13 2.66 25 nw 3 0.049 19.0 1.36 4 2.66 8 all 41 0.049 19.0 1.36 56 2.66 109 346 0.091 13.0 2.52 873 1.45 503 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 15 0.350 0 9.69 145 10.5 157 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; n 15 0.350 0 9.69 149 10.5 161 foreground = new concrete (0.32); 1 ft overhang (5 ft window ht, 1.5 ft e 15 0.350 0 9.69 145 39.0 584 sep.); 6.67 ft head ht s 30 0.350 0 9.69 291 20.8 623 w 30 0.350 0 9.69 291 39,0 11.69 all 105 0.350 0 9.69 1022 25.6 2695 wrightsoft0 2018-Jun-18 08:21:27 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 Bay FGLE\Lot55KensingtonReserveEsteroBayFGLE. rup Calc = MJ8 Front Door faces: E 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, n 32 0.350 0 9.69 314 10.5 339 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5.25 ft window ht, 11.25 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, a 15 0.350 0 9.69 145 39.0 584 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; foreground = new concrete (0.32); 1 ft overhang (5 ft window ht, 3.67 ft sep.); 6.67 ft head ht 213-2fm: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, a 15 0.350 0 9.69 145 44.0 660 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); foreground = new concrete (0.32); 1 ft overhang (5 ft window ht, 1.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mil no brk frm mat, clr innr, a 32 0.350 0 9.69 314 15.5 502 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium;.6 ft overhang (5.25 It window, ht, 1.17 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, s 40 0.620 0 17.2 687 16.9 677 1/4" gap, 1/8" tW NFRC rated (SHGC=0.29); 11 It overhang (6.67 ft window ht, 0.83 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, w 12 0.350 0 9.69 116 39.0 468 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; foreground = new concrete (0.32); 1 ft overhang (4 ft window ht, 1.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, w 65 0.350 0 9.69 628 29.0 1875 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5.25 ft window ht, 11.83 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type a 20 0.390 0 10.8 216 12.0 241 n 18 0.390 0 10.8 192 12.0 214 all 38 0.390 0 10.8 408 12.0 455 Ceilings 1613-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1706 0.026 38.0 0.72 1229 1.41 2411 gypsum board int fnsh Floors 20P-13t: Fir floor, frm fir, 6" thkns, r-13 cav ins, amb ovr 100 0.068 13.0 1.88 188 0.98 98 .. 20P-13t: Fir floor, frm fir, 6" thkns, r-13 cav ins, gar ovr 451 0.068 13.0 1.88 850 0.98 440 22A-tpl: Bg floor, light dry soil, on grade depth 103 0.989 0 27.4 2822 0 0 0 0.989 0 27.4 7 0 0 all 103 0.989 0 27.4 2828 0 0 F- wrightsofta 2018-Jun-18 08:21:27 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2 Bay FGLE\Lot55KensingtonReserveEsteroBayFGLE.rup Calc = MJ8 Front Door faces: E Cot Constructions Job: Lot55KensingtonReserComponent... Wrlghtsoft® p Date: 8-30-11 Zone 1 By: EJH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: HOMES DOWN LOOP, SANFORD, Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (IF) 70 75 Elevation: 105 ft Design TD (IF) 28 18 Latitude: 28ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (IF) 42 93 Infiltration: Daily range (OF) - 16 (M) Method Simplified Wet bulb (IF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' BtuhM-°F ft'-"F/Btuh Btuh/ft' Btu Btuh/ft' Btu Walls 13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board n 332 0.201 4.1 5.57 1846 4.37 1450 int fnsh: 13A-2ocs Blk wall; stucco ext, r-4 ext bd ins, 8" thk, 1/2" a 125 0.201 4.1 5.57 698 4.37 548 gypsum board int fnsh s 47 0.201 4.1 5.57 260 4.37 204 w 200 0.201 4.1 5.57 1111 4.37 873 all 703 0.201 4.1 5.57 3915 4.37 3074 Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int 346 0.091 13.0 2.52 873 1.45 503 fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 32 0.350 0 9.69 314 10.5 339 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 It overhang (5.25 ft window ht, 11.25 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, a 32 0.350 0 9.69 314 15.5 502 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 6 ft overhang (5.25 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 40 0.620 0 17.2 687 16.9 677 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (6.67 ft window ht, 0.83 ft sep.); 6.67 It head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 65 0.350 0 9.69 628 29.0 1875 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5.25 ft window ht, 11.83 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type a 20 0.390 0 10.8 216 12.0 241 n 18 0.390 0 10.8 192 12.0 214 all 38 0.390 0 10.8 408 12.0 455 Ceilings none) 4h- wrightsoft, 2018-Jun-18 08:21:27 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 3 M...BayFGLE\Lot55KensingtonReserveEsteroBayFGLE.rup Calc = MJ8 Front Door faces: E Floors 22A-tpl: Bg floor, light dry soil, on grade depth 103 0.989 0 27.4 2822 wrightsoft® Right -Suite® Universal 2018 18.0.13 RSU23828 CCK ...Bay FGLE\Lot55KensingtonReserveEsteroBayFGLE.rup Calc = MJ8 Front Door faces: E 2018-Jun-18 08:21:27 Page 4 wrightsofto Component Constructions Zone 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM E For: RYAN HOMES 3641 CRAWLEY DOWN LOOP, SANFORD, FL32773 Job: Lot55Kensing ton Reserv... Date: 8-30-11 By: EJH Location: Indoor: Heating Cooling Orlando/ Jetport, FL, US Indoor temperature (IF) 70 75 Elevation: 105 ft Design TD (IF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (OF) 42 93 Infiltration: Daily range (IF) - 16 ( M) Method Simplified Wet bulb (IF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions or Area U-value Insul R Htg HTM Loss Clg HTM , Gain W Btuh/ft2-°F ft-°F/Btuh Btuh/ft2 Btu Btuh/ft'. Btu Walls 12C- Osw: Frm wall, stucco ext, r-13 cay.ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 166- 19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" gypsum board int fnsh Partitions none) Windows 2A- 2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 1/ 4" gap, 1/8"thk; NFRC rated (SHGC=0.29); 50% drapes, medium; foreground = new concrete (0.32); 1 ft overhang (5 ft window ht, 1.5 ft sep.); 6.67 ft head ht 2A- 2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; foreground = new concrete (0.32); 1 ft overhang (5 ft window ht, 3.67 ft sep.); 6.67 ft head ht 2B- 2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); foreground = new concrete ( 0.32); 1 ft overhang (5 ft window ht, 1.5 ft sep.); 6.67 ft head ht n 310 0.091 13.0 2.52 780 2.35 728 e 279 0.091 13.0 2.52 703 2.35 656 s 310 0.091 13.0 2.52 781 2.35 729 w 282 0.091 13.0 2.52 711 2.35 663 all 1181 0.091 13.0 2.52 2976 2.35 2777 n 5 0.049 19.0 1.36 7 2.66 13 ne 3 0.049 19.0 1.36 4 2.66 8 e 10 0.049 19.0 1.36 13 2.66 25 se 3 0.049 19.0 1.36 4 2.66 8 s 5 0.049 19.0 1.36 7 2.66 13 sw 3 0.049 19.0 1.36 4 2.66 8 w 10 0.049 19.0 1.36 13 2.66 25 nw 3 0.049 19.0 1.36 4 2.66 8 all 41 0.049 19.0 1.36 56 2.66 109 n 15 0.350 0 9.69 145 10.5 157 n 15 0.350 0 9.69 149 10.5 161 e 15 0.350 0 9.69 145 39.0 584 s 30 0.350 0 9.69 291 20.8 623 w 30 0.350 0 9.69 291 39.0 1169 all 105 0.350 0 9.69 1022 25.6 2695 e 15 0.350 0 9.69 145 39.0 584 e 15 0.350 0 9.69 145 44.0 660 p- . wrightsoft- 2018-Jun-18 08:21 *27 Right - Suite® Universal 2018 18.0.13 RSU23828 Page 5 ACCP.... Bay FGLE\Lot55KensingtonReserve EsleroBayFGLE.rup Calc = MJ8 Front Door faces: E 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; foreground = new concrete (0.32); 1 ft overhang (4 ft window ht, 1.5 ft sep.); 6.67 ft head ht Doors none) Ceilings 16B-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceiI ins, 1/2" gypsum board int fnsh Floors 20P-13t: Fir floor, frm fir, 6" thkns, r-13 cav ins, amb ovr 20P-13t: Fir floor, frm fir, 6" thkns, r-13 cav ins, gar ovr 22A-tpl: Bg floor, light dry soil, on grade depth 12 0.350 0 9.69 116 39.0 468 1706 0.026 38.0 0.72 1229 1.41 2411 100 0.068 13.0 1.88 188 0.98 98 451 0.068 13.0 1.88 850 0.98 440 0 0.989 0 27.4 7 0 0 Wrightsoft, 2018-Jun-18 08:21:27 0 ,„,, M Right -Suite® Universal 2018 18.0.13 RSU23828 Page 6 ACCK... Bay FGLE\Lot55KensingtonReserveEsteroBayFGLE.rup Calc = MJ8 Front Door faces: E Project Summary Job: Lot55KensingtonReserv... WrlghtsoW 1 Y Date: 8-30-11 Entire House By: EJH DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, F Wiz,-` a & c ectInformatllon " For: RYAN HOMES 3641 CRAWLEY DOWN LOOP, SANFORD, FL32773 Notes: L.S. 6-18-18 SRP Desi o nlnforrnatlon Orlando/Jetport, Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 21595 Btuh Structure 23031 Btuh Ducts 9059 Btuh Ducts 13793 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 30655 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 36824 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3764 Btuh Ducts 2363 Btuh Central vent (0 cfm) 0 Btuh Heating coolingg Area (ft2) 2780 2780 Equipment latent load 6128 Btuh Volume (ft3) 23628 23628 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 42952 Btuh Equiv. AVF (cfm) 161 83 Req. total capacity at 0.70 SHR 4.4 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make Na Trade n/a Trade n/a Model n/a Cond n/a AHRI ref Na Coil n/a AHRI ref n/a Efficiency n/a Efficiency Na Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F10wrigtasoft 2018- Jun-18 08:21:27 L M,,., , m_, .-_r Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 ACCK... BayFGLE\Lot55KensingtonReserveEsteroBayFGLE.rup Calc = MJ8 Front Door faces: E Notes: L.S. 6-18-18 SRP v Design lnfa hitlon y Weather: Orlando/Jetport, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 11894 Btuh Structure 11101 Btuh Ducts 3675 Btuh Ducts 5573 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 15570 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 16674 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2012 Btuh Ducts 1014 Btuh Central vent (0 cfm) 0 Btuh Heatingg Coolingg none) Area (ftz) 1097 1097 Equipment latent load 3027 Btuh Volume (ft3) 9980 9980 Air changes/hour 0.38 0.20 Equipment Total Load (Sen+Lat) 19700 Btuh Equiv. AVF (cfm) 64 33 Req. total capacity at 0.75.SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN- JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI... Model GSZ140241 K Cond GSZ140241 K AHRI ref 8242618 Coil ASPT29B14A AHRI ref 8242618 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 17550 Btuh Heating output 23200 Btuh @ 47°F Latent cooling 5850 Btuh Temperature rise 27 OF Total cooling 23400 Btuh Actual air flow 780 cfm Actual air flow 780 cfm Air flow factor 0.050 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 33 OF Backup: Input = 5 kW, Output = 15356 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2018-Jun-18 08:21:0 a....-.....,. Right-Suile® Universal 2018 18.0.13 RSU23828 Page 2 ACCP.... Bay FGLE\Lot55KensingtonReserveEsteroBayFGLE.rup Calc = MJ8 Front Door faces: E For: RYAN HOMES 3641 CRAWLEY DOWN LOOP, SANFORD, FL32773 Notes: L.S. 6-18-18 SRP a Desi ri `Infor""matllon y Weather: Orlando/Jetport, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure9701 Btuh Ducts 5384 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 15085 Btuh Infiltration Method Construction quality Fireplaces Area ( ftz) Volume ( ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heatinglin Co1683 1689 13648 13648 0. 43 0.22 98 50 Sensible Cooling Equipment Load Sizing Structure 12631 Btuh Ducts 8640 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/ swing multiplier Equipment sensible load 1. 00 21271 Btuh Latent Cooling Equipment Load Sizing Structure 1752 Btuh Ducts 1349 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3101 Btuh Equipment Total Load (Sen+Lat) 24372 Btuh Req. total capacity at 0.75 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI... Model GSZ140301 K Cond GSZ140301 K AHRI ref 8242621 Coil ASPT37C14A AH R I ref 8242621 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 28 OF Backup: 8. 5 HSPF 28000 Btuh @ 47°F 27 OF 947 cfm 0. 063 cfm/Btuh 0. 40 in H2O Input = 4 kW, Output = 14357 Btuh, 100 AFUE Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 12. 5 EER, 15 SEER 21300 Btuh 7100 Btuh 28400 Btuh 947 cfm 0. 045 cfm/Btuh 0. 40 in H2O 0. 87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigthtsofit 0 Right - Suite® Universal 2018 18.0.13 RSU23828 2018- Jun-18 Pale 3 Bay FGLE\Lot55KensingtonReserveEsteroBayFGLE.rup Calc = MJ8 Front Door faces: E F wrightsoft` Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot55KensingtonReserveEs... Date: 8-30-11 By: EJH 1 Room name Entire House Zone 1 2 Exposed wall 269.0 ft 103.0 ft 3 Room height 8.3 ft 8.7 ft 4 Room dimensions 5 Room area 2857.5 ft2 1151.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (f12) Load number Btuhfft2 °F) Btuhfft2) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V 12C-Osw 0.091 . n 2,52 2.35 340 310 780 728 0 0 0 0 2A-2om 0350 % n 9.69 10.46 15 0 145 157 0 0 0'"-'0 2A 2om 0350 : n 9.69' 10.46 15 0 149 161 0 0 0 0'. y/ 13A-2ocs Blk.wall,s 0.201 n 5.57 4.37 364 332 1846 1450 364 332 1846 1450 11 G 2A-2om 0.350 n 9.69 10.46 32 0 314 339 32 0 314 339 13A-2ocs Blk wall, s 0.201 e 5.57 4.37 1 2A-2om 0.350 a 9.69 15.52 11 DO 0.390 a 10.80 12.03 1613-19ad ' 0 049 e 1.36 266 16B-19ad 0.049 se 1.36 2.66 12C-Osw 0i091 s- 2.52` 2.35 3 2A-2om:. `: 0.350 e.; 13A-2ocs Blk wall, s 0.201 s 5.57 4.37 s 1 0.2011 w 1 5.57 0.72 1.41 1706 1 1.88 0.98 100 1.88 0.98 451 27.40' ' 0.00 1152 ME 548 502 124251 314I 502I 2041 01 01 61 c) AED excursion 10 1 1 701 Envelope loss/gain 16694 17666 9960 8125 12 a) Infiltration 4901 1586 1934 626 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 5 1150 Appliances/other 2400 1200 Subtotal (lines 6 to 13) 1 21595 23031 1118941 11101 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21595 23031 11894 11101 15 Duct loads 1 42°/ 62% 9059113793 31% 50% 3675 Total room load 30655 36824 15570 1 q74Air, required (cfm) 1727 1727 780 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgMtso't±^ 2018-Jun-18 08:21:27 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1 Bay FGLE\Lot55KensingtonReserveEsteroBayFGLE.rup Calc = MJ8 Front Door faces: E q - wrightsoft° Right-MWorksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot5511(ensingtonReserveEs... Date: 8-30-11 By: EJH 1 Room name Zone 2 2 Exposed wall 166.0 ft 3 Room height 8.0 ft 4 Room dimensions 5 Room area 1706.0 ft2 Ty Construction U-value " Or HTM Area (f12) Load Area Lo number (Btuh/ftz°F) ad Btuh/ft2) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw . 0.091 n :- W 2 52 2A 2om 0.350 n 9.69 2A2om,, 0350 n:1 9.69 yl 13A-2ocs Blk wall, s 0.201 n 5.57 11 t—G 2A-2om 0.350 n 9.69 W, . -. 161319ad 0:049 n W 161319ad Osw.:_.._.... 0. 049 0091 h12C ne a 1. 36 2.52 2A 2om 2A 2om 0 350 0:350 a a 9. 69 9.69 2B 2fm 0.350 a 9.69 13A-20cs Blk wall, s 0.201 e 5.57 2A-2om 0.350 a 9.69 11 DO 0.390 e 10.80 M_:. 16B 19ad 0.049 a '; 1.36 W 16B- 19ad 0.049 se 1.36 12C-0sw = 0.0911 s 2.52 2A 2om" 0.350s ++, 9.69 y/ 13A 2ocs Blk wall, s 0.2011 s 5.57 L_.c' 2A 2omd 0 620 s 17.17 Blk wall, s I 5.57 0.3500 w I 9.69 N 0 0 61 c) AED excursion 1 0 Envelope loss/gain 6734 10241 12 a) Infiltration 2967 960 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 1 230 Appliances/other 1200 Subtotal (lines 6 to 13) 9701 12631 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 9701 12631 15 Duct loads 1 56% 689/6 5384 B640 Total room load I 1 15085 1 21271 Airrequired (cfm) 947 947 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fla- virrGgfttso1°t 2018-Jun-18 08:21:27 a•r Right - Suite® Universal 2018 18.0.13 RSU23828 Page 2 Bay FGLE\Lot55KensingtonReserveEsteroBayFGLE. rup Calc = MJ8 Front Door faces: E F wrightsoft* Right-JO Worksheet Zone 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot55Kensing ton ReserveEs... Date: 8-30-11' By: EJH 1 Room name Zone 1 Din/Foyer/Liv 2 Exposed wall 103.0 ft 42.5 ft 3 Room height 8.7 ft 8.7 ft heat/cool 4 Room dimensions 1.0 x 441.5 ft 5 Room area 1151.5 ft2 441.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftz °F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0- PA 2om 0.350 n. 0 00 0.00 0 0 0 0 0 0 0 0 2A 2om '', __m' 0 350 n -_ 0 00 0.00 A 0 y/ 13A-2ocs Blk wall, s 0.201 n 5.57 4.37 364 332 1846 1450 191 158 881 692 11 G 2A-2om 0.350 n 9.69 10.46 32 0 314 339 32 0 314 339 2A 2om s Blk wall, s I 0.350I e I 9.69I 15.52I 132781 125 24 13A- 2ocs Blk wall, s 1 0.2011 s wall, s 1 0.2011 w 1 5.571 4.371 2641 2001 1111 IC I 161338ad F 20P 13t .: F 20P 13t 1781 1251 6981 5481 32 243145020101 61 c) AED excursion 1701 1 1 -66 Envelope loss/ gain 9960 8125 4084 2645 12 a) Infiltration 1934 626 798 258 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 1 230 Appliances/other 1200 0 Subtotal (lines 6 to 13) 111894 11101 14882 13133 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 11894 11101 4882 3133 15 Duct loads 131% 501% 367515573 31% 50% 1509 1573 Total room load 15570 16674 6390 4706 Air required ( cfm) 780 780 320 220 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsof't^ - •• -• Right -Suite® Universal 2018 18.0.13 RSU23828 2018-Jun- 18 08:21:27Page 3 At& ... BayFGLE\Lot55KensingtonReserveEsteroBayFGLE.rup Calc = MJ8 Front Door faces: E rr wrightsoftr Right-M Worksheet Zone 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot55Ken sing ton ReserveEs... Date: 8-30-11 By: EJH 1 Room name Dinette/Kitchen Family 2 3 Exposed wall Room height 33. 5 ft 8. 7 ft heat/cool 27. 0 ft 8. 7 ft heat/cool 4 5 Room dimensions Room area 13. 5 x 20.0 ft 270. 0 ft2 1. 0 x 409.8 ft 409. 8 ft2 Ty Construction number U- value Btuh/ ft2-°F) Or HTM Btuh/ ft2) Area ( ft2) or perimeter (ft) Load Btuh) Area ( fr) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C Osw 2A 2om„ 2A tom 0. 091 Q350 0350 n n n ' 0. 00 0 00 0. 00' 0 00 0 00 000 0 0 0 0 0 0 0 0 0 0 0 0 0- mm0 0. 0 0' 0 0 y/ I-- G 1113A- 2ocs Blk wall,, s 2A- 2om 0. M1 0. 3% n n 5. 57 9. 69 4. 37 10. 46 173 0 173 0 965 0 758 0 0 0 0 0 0 0 0 013A- 2ocs Bik wall, s 1 0.201 e 1 5.57 2A- 2om 0.350 a 9.69 1 13A- 2ocs Blk wall, s I 0.2011 s I 5.57 PA- 2nmrf 0.620 s 17.17 Blk wall, s 1 0.2011 w 0. 026 0 0 4711 3701 1471 1151 6401 5031 CHI 6 c) AED excursion 1 457 1 1 313 Envelope loss/gain 2668 2522 2968 2822 12 a) Infiltration 629 204 507 164 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 4 920 Appliances/ other 1200 0 Subtotal ( lines 6 to 13) 3297 3925 3475 3906 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3297 3925 3475 3906 15 Duct loads 31% 50% 1019 1911 31% 50% 1074 1961 Total room load 4316 5896 4549 5868 Air required (cfm) 216 276 228 274 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. I' F wrilgMtsal't . L Right -Suite® Universal 2018 18.0.13 RSU23828 2018- Jun-18 08:21:27- Page 4 BayFGLE\ Lot55KensingtonReserveEsteroBayFGLE.rup Calc = MJ8 Front Door faces: E All- r wrightsoft* Right-M WorkSheet Job: Lot55KensingtonReserveEs... Zone 1 Date: 8-30-11 By: EJH DEL -AIR HEATING & AIR CONDITIONING 531 C'ODISCO WAY, SANFORD, FL32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM 1 Room name Powder 2 Exposed wall 0 ft 3 Room height 8.7 ft heat/cool 4 Room dimensions 5.5 x 5.5 ft 5 Room area 30.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area Load number (Btuh/ft2-'F) Btuhft2) or perimeter ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vjl 12C Osw O'091 n 0.00 0.00 0 0 0 0 2A 2or "' OS350 n 0.00 0.00 0 0 0 0 2AAV . 0350 n 0.00- 0.00 0 O O 13A-2ocs Blk wall; s 0.201 n 5.57 4.37 0 0 0 0 11 2A-2om 0.350 n 9.69 10.46 0 0 0 0 W166 19ad '.. 0.049 n 0.00 0.00 0 0 0 0 W 1613-19ad 0.049 ne 0.00 0.00 0 0 0 0 2A- 0. 35 a 0.00 0.00 0 0 0 0 om2A2om a 0:350 a '' 0.00 0.00 0 0 O 2A 2om 0:350 a - 0.00 0.00 0 0 0 0 2B 2fm ..:..- ..... - 0! 350 e- 0.00 0.00 O 0 0 0 13A-2ocs Blk wall; s 0.201 a 5.57 4.37 0 0 0 0 2A-2om 0.350 a 9.69 15.52 0 0 0 0 11 DO 0390 a 10.80 12.03 0 0 0 0 W 16B719ad- :. 0'049 e T00' 0.00 0 0 0 0 W 16B-19ad 0.049 se 0.00 0.00 0 0 0 0 12C-0sw 0 091 is 0.00, OM 0 0 0 0 a2A2om : - .... 0.350 ems. 0.00; C_ 0.00 0 0 0 0 y/ 13A-2ocs Blk wall, s 0.201 s 5.51 4.37 0 0 0 0 t-G 2A-2omd 0.620 s 17.17 16.92 0 0 0 0 W 16B-19ad _., .. R 0.049 s ' 0.00' _ 0.00 i0 0 0 W 166-19ad 0.049 sw 0.00 0.00 0 0 0 0 12C-Osw 0.091 w 0.00 0.00,0, 0 0 0 V)/ 2A-2om 2A-2om _ .': 13A-2ocs Blk wall; s ff;350 0.350 0.201 w w w 0.00 0.00 5.57 0.00 0:00 4.37 0" 0 0 0 0 0 0 0 0 0 0 0 G 2A-2om 0.350 w 9.69 28.96 0 0 0 0 W ;.- 166-19ad T 0049 w ` 0.00' 0.00 0... 0 0 0 W 16B-19ad 0.049 nw 0.00 0.00 0 0 0 0 R 12C Osw, 0 091 2.52 1:, 5 95 95 240 m ':.138 l" D 11D0., 0.390 n ' 10.80i 1203 0 0 0 0 C 1613-38ad 0.026 0.00 0.00 0 0 0 0 F 2OP-13t O.068 0.00 0.00 0 0 0 0 F 20P-13t 0.068 0.00 0.00 0 0 0 0 F. i22A tpl . 0`.989..27.401 0.00 30 0 0 0 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 6 c) AED excursion 3 Envelope loss/gain 240 136 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 240 136 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 240 136 15 Duct loads 31 % 50% 74 68 Total room load 315 204 Air required (cfm) 16 10 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigMtsaft^ 2018-Jun-18 08:21:27 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 5 Bay FGLE\Lot55KensingtonReserveEsteroBayFGLE. rup Calc = MJ8 Front Door faces: E rf - wrightsoft" Right-M Worksheet Zone 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot55Kensington ReserveEs... Date: 8-30-11 By: EJH 1 Room name Zone 2 Bdrm 2 2 Exposed wall 166.0 ft 15.5 ft 3 Room height 8.0 ft 8.0 ft heat/cool 4 Room dimensions 1.0 x 191.5 ft 5 Room area 1706.0 ft2 191.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-OF) Btuhft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C Osw 0.091 n'" 2.52 2.35 340 310 780 728 124 109 275 256 2A2om 0;350 n..- 9.69' 10.46 15 0 145 157 1 0 145 67. 2A 2om "'' 0.350 n- 9.69; 10.46 15 0 149 161 0 0 0 0 13A- 2ocs Blk wall, s 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 13A- 2ocs Blk wall, s 0.201 a 0.00 0.00 0 2A- 2om 0.350 a 0.00 0.00 0 11 DO 0,390 e 0.00 0.00 0 161319ad ... 0.044, ,. 6^ ', 1:36 2.66 10 16B-19ad 0.049 se 1.36 2.66 3 12C-Osw = 0.091 s 2:52 235 340 2A 2om ;' m 0350 s ': 9.69 20.78 30 13A-2ocs Blk wall, s 0201 s 0.00 0.00 0 2A-2omd 06201 s 0.001 0.001 0 Blk wall, s 0.201 w 0.00 0.350 w 0.00 0:(49 w 1.36 0.049 nw 1.36 Os091 0. 00 n n9a n 77 27 1. 41 1706 170E 0.98 100 10C 0 98 451 451 0 0 0 0 0 0 0, _.. 0' 0 ._... 0 o _ 4. 0 0: 01 01 6 c) AED excursion 1 0 1 1 1 41 Envelope loss/ gain 1 6734 10241 1 558 643 12 a) Infiltration 2967 960 269 87 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 9701 12631 827 730 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 9701 12631 827 730 15 Duct loads 56 % 68% 5384 8640 56% 68 % 459 499 Total room load I 15085 1 212711286 1230 Air required ( cfm) 947 947 81 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ridwrightsaft^ 2018- Jun-18 08:21:27 M.,•^^ .._ •^ Right-Suite( E) Universal 2018 18.0.13 RSU23828 Page 6 4Cta ... Bay FGLE\ Lot 55KensingtonReserveEsteroBayFGLE.rup Calc = MJ8 Front Door faces: E wrightsoftr Right-M Worksheet Zone 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot55KensingtonReserveEs... Date: 8-30-11 By: EJH 1 Room name Bdrm 3 Bdrm 4 2 3 4 5 Exposed wall Room height Room dimensions Room area 29.5 ft 8.0 ft heat/cool 1.0 x 191.5 ft 191.5 ft2 13.5 ft 8.0 ft heat/cool 1.0 x 180.0 ft 180.0 ft2 Ty Construction number U-value Btuh/ft2°F) Or HTM Btu ft2) Area (ft2) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1 1 12GOsw 2A 2om _ 2A 2om 13A-2ocs Blk walls 2A-2om 0.091 0350 0 350 0.201 0.350 n , ri n- n n 2.52 9.69 9.69 0.00 0.00 2.35 10.46 10.46 0.00 0.00 124 0 15 0 0 109 0 0 0 0 274 0 0 0 255 0 161 0 0 4 0 0 0 0._ 4 0 0 0 0 10 0_ p 0 0 9' 0 0' 0 t-G 13A-20cs Blk wall, s 2A-20m 11 DO 16B-19ad 0.201 0.350 0.390 0.040 a a e _ e ^ 0.00 0.00 0.00 1.36 0.00 0.00 0.00 m' 266W ' W 16B-19ad 0.049 se 1.36 2.66 12C 0.091 s 2.52' 235 2A 2o 0.350 s 9,69 20.78 V I 13A-20cs Blk wall, s 0.201 s 0.00 0.00 G 2A-2omd 0.620 s 0.00 0.0c W 16B-19ad 0`i049 s 1.36 266 W 1RR-1Barl 0.049 sw 1.36 2.66 Blk wall, s w 0 0 0 1 1 0 0 0 0 0 0 0 - `0 0 _0 0 - 9' 0 0, 0 0 6 c) AED excursion 75 1 47 Envelope loss/gain 951 1425 655 1176 12 a) Infiltration 511 165 234 76 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1462 1590 889 1252 Less external load 0 0 0 0 Less transfer 0 0 0 0 0 0 14 Redistribution Subtotal 0 1462 0 1590 889 1252 15 Duct loads 56 % 68 % 812 1088 56 % 68% 493 856 Total room load 2274 2678 1383 2108 Air required (cfm) 143 119 87 94 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t'}.t wr grhtsoft 2018-Jun-18 08:21:27 µ•••• -•- Right -Suite® Universal 2018 18.0.13 RSU23828 Page 7 Bay FGLE\Lot55KensingtonReserveEsteroBayFGLE.rup Calc = MJ8 Front Door faces: E Tr wrightsoft% Right-M Worksheet Zone 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-831-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot55KensingtonReserveEs... Date: 8-30-11 By: EJlH 1 Room name Bthrm 1 Hall/Stairs 2 Exposed wall 0 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 11.0 x 5.5 ft 1.0 x 134.8 ft 5 Room area 60.5 ft' 134.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ftq Load number Btuh/ft2-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n_ 2-52 2 35 0 0 0 0 0 0 0 0 2A 2om .-, 0 350 n 9 69 10 46 ; 0 0 m 0 0 0 9 0 0' 0,350 rsn,_9.69_1046',_..- 0 0 O 4 0y--.. 0 Vjl 13A-2ocs Blk wall, s 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 1 1 hr 2A 2om 0.350 n 0.00 0.00 0 01-1 0 0 0 0 0 0 13A-2ocs Blk wall, s 2A-2om 11 DO 166 19ad.= .; 0.201 0.350 0.390 0.049 a a a e 0.00 0.00 0.00 W..:1.36 0.00 0.00 0.00 266 0 0 0 0W .. „ W 166-19ad 0.049 se 1.36 2.66 0 Al2C Osw 0.091 s . 2.52 2.35 0 0;350 s 9.69 20.78 0 13A-2ocs Blk wall, s 0.201 s 0.00 0.00 0t--G 2A-2omd 0.620 s 0.00 0.00 0 W 16B-19ad 0.049 sw 1.36 2.66 0 s I 0.201I W ON 0 0 0 0 0 0 0 0 0 0' 0 0 0 0 0 0' ,o 0 0 0 0 0 0 0 190 6 c) AED excursion 5 10' Envelope loss/gain 49 84' 104 184 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 49 84 1041 184 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 49 84 104 184 15 Duct loads 56% 68% 27 57 56% 68% 58 126 Total room load 76 141 161 309 Air required (cfm) 1 5 6 10 14 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgt tsol°C^ 2018-Jun-1808:21:27 r.,.:-^ w• -•• •- •• •w• Right -Suite® Universal 2018 18.0.13 RSU23828 Page 8 Bay FGLE\Lot55KensingtonReserveEsteroBayFGLE.rup Calc = MJ8 Front Door faces: E F wrightsoft' Right-JO Worksheet Zone 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot55KensingtonReserveEs... Date: 8-30-11 By: EJH 1 Room name Laundry Loft 2 Exposed wall 0 ft 38.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 8.5 x 6.0 ft 51.0 ft2 1.0 x 301.0 ft 301.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (fl) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C Osw 2A tom 2A, 2om _._ _ 0.091 0 350 0 350 n n n : 2.52 9.69' 9.69', 2.35 10 46 1,0 46 0 0 p 0 0 0 0 0 0 0 0 0 0, 0 0 0 0' y/ 13A-2ocs Blk wall, s 0.201 n 0.00 0.00 0 6 0 0 0 0 0 0 11 C 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs Blk wall, s 1 0.201 a 1 0.00 2A-2om 0.350 a 0.00 13A-2ocs Blk wall, s 1 0.2011 s 1 0.00 13A-2ocs Blk wall, s I 0.2011 w 1 0.00 0100 01 01 01 01 61 c) AED excursion 1-35 1 1 -149 Envelope loss/gain 37 37 1870 2465 12 a) Infiltration 0 0 667 216 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 37 637 2537 2681 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 37 637 2537 2681 15 Duct loans 56 % 68 % 20 435156 68 % 1408 1834 Total room load 57 10721 3945 4515 Air required (cfm) 4 48 248 201 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. j wrigi tsoft^ 2018-Jun-18 08:21:27ei «•..,•„, -^— - Right -Suite® Universal 2018 18.0.13 RSU23828 Page 9 Bay FGLE\Lot55KensingtonReserveEsteroBay FGLE. rup Calc = MJ8 Front Door faces: E g wrightsoftx Right-M Worksheet Zone 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot55Kensing ton ReserveEs... Date: 8-30-11 By: EJH 1 Room name Mstr Bdrm Mstr Bthrm 2 Exposed wall 19.5 ft 19.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 1. 0 x 319.3 ft 319. 3 ftz 1. 0 x 130.0 ft 130. 0 ft2 Ty Construction U-value Or HTM Area (ft) Load Area (ftz) Load number BtutVftz°F) BtufUftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 vj1 G 72C Osw 0 091 0! 350 n n 2 52 9 69 9. 69' 235 10 46 10: 46 0 0 p 0 0 0 0 0 0 4 88 0 88 0 0Q. 222 0 207: 0 13A- 2ocs Blk wall, s 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 11 G 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 13A- 2005 BIk wall, s 0.201 a 0.00 0.00 2A- 2om 0.350 a 0.00 0.00 11 DO 0.390 e 0.00 16B 19adm 6..049 a ,W1:36 0. 00 2: 66 16B- 19ad 0.049 se 1.36 2.66 12C Osw" i 0.091 s 2.52' 2.35 2A- 2om0.350 s 19.69 20.78 13A- 20cs BIk wall, s 0.201 s 0.00 0.00 s 1 0.2011 w 1 0.001 0.001 0 0. 72 1.41 1. 86` 0:98 1. 88 0:'0. 00' .,.a•0,00 97 411 n nn OI OI OI OI OI 01 01 01 01 01 0 0 61 c) AED excursion 1 227 198 Envelope loss/gain 997 2306 563 1078 12 a) Infiltration 427 138 329 107 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/ other 6001 0 Subtotal ( lines 6 to 13) 1 1424 3274 892 1185 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1424 3274 892 1185 15 Duct loads 56 % 68 % 790 2240 56% 6&/ol 495 810 Total room load M14 5514 1387 1995 Air required (cfm) 139 245 87 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigMtsotht^ 2018-Jun-18 08:21:27 Y^•- ^•- ^*-• Right -Suite® Universal 2018 18.0.13 RSU23828 Page 10 AG` A... Bay FGLE\Lot55KensingtonReserveEsteroBayFGLE.rup Calc = MJ8 Front Door faces: E wrightsoft' Right-J® Worksheet Zone 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-831-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot55Ken sing ton ReserveEs... Date: 8-30-11 By: EJH 1 Room name Mstr WC Mstr WIC 1 2 3 Exposed wall Room height 8.0 ft 6. 0 ft heat/ cool 8.0 ft 16. 0 ft heat/ cool ' 4 5 Room dimensions Room area 6. 0 24. 0 ft2 x 4.0 ft 7.0 x 63. 0 ft2 9. 0 ft Ty Construction U-value Or HTM Area (ft2) Load Area (ftq Load number Btuh/ft2-°F) Btuh/ft2) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 12C Osw 2A tom 2A` 2om . 13A- 2ocs Blk wall, s 2A 2om 166 19ad 12C Osw , _ 2A 2om 2A 2om - 28 2fm .. 0. 091 0. 350 0350 0. 201 0, 350 0049 0. 049 0 091 0. 350 0: 350 30350 n _: n -; n :, n n n ne e e e e, 252 Z9. 69 9. 69' 0. 00 0. 00 1: 36'-. 1. 36 2 52' 9. 69 9 69 9. 69 2. 35 10. 46 10. 46 0. 00 0. 00 2 66 2. 66 2: 35 38. 96 38. 96 43. 98 0 0 00 0 0 0 0 0 0 0 0 v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 w .. 0 0 0 0 0 0 0 0- 0 0 0 I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' 0 0 0 0` 0 0 0` 0 0 0 m0 0' yl I- G W W ,<, 13A- 20cs Blk wall,'s 2A- 2om 11DO 166- 19ad _._ .:. 0. 201 0. 350 0. 390 0. 049 a a a a 0. 00 0. 00 0. 00 1. 313 0. 00 0. 00 0. 00 Z66 0 0 0 i0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 W 1613-19ad 12C Osw % 2A 2om.__...:.._ 0. 049 0. 091 0 350 se , s 1 s .., 1,. 36 2,. 52 9. 69' 2. 66 2. 35 20. 78 0 0 0 0 0 0 0 0 0 0 0 0 .. 0 72 0 0 72 0 0 181, 0 0, 169 0 V 13A-2ocs Blk wall, s PA- 9nmd 0. 201 0. 620 s s 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0" 0 0 0 0 0 0 0 0 s 1 0.2011 w I IF I 0. 721 1.41 1. 88 0.9E 1. 88 0.9E 01 6 c) AED excursion 1 -10 1 1 1 -29 Envelope loss/gain 1 138 137 487 423 12 a) Infiltration 104 34 277 90 b) Room ventilation 1 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 242 171 764 513 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal -. 242 171 764 513 15 Duct loads 56 % 68 % 134 117 56%1 680/6 424 351 Total room load 377 288 1188 864 Air required (cfm) 24 13 75 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f wcigtftsaft"' - _• Right- Suite(E)2018- Jun=18 08:21:27 Universal 2018 18.0.13 RSU23828 Page 11 Bay FGLE\Lot55KensingtonReserveEsteroBayFGLE.rup Calc = MJ8 Front Door faces: E F wrightsoft" Right-M Worksheet Zone 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot55Kensing ton ReserveEs... Date: 8-30-11 By: EJlH 1 Room name Mstr WIC 2 2 Exposed wall 8.5 It 3 Room height 8.0 It heat/cool 4 Room dimensions 7.0 x 8.5 ft 5 Room area 59.5 ftz Ty Construction U-value Or HTM Area (ft Load Area Load number ( Btuh/ftz °F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter Heat I Cool Gross I N/P/S Heat I Cool Gross N/P/S Heat Cool 6 11 VL IC FF s u, 411 n 0. 350 n 2A 2om s Blk wall, s l 0.350I e l 0.00 0. 00 13A- 2ocs Blk wall, s 1 0.2011 s 1 0.001 0. 1 IXkIL BSI 1 88 1. 88 0. 00 27. 40 0 0 61 c) AED excursion 18 Envelope loss/gain 326 284 12 a) Infiltration 147 48 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/ other 0 Subtotal ( lines 6 to 13) 474 331 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 474 331 151 Duct loads 1 56 % 68 % 1 263 227 Total room load 737 558 Air required (cfm) 46 25 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. I- wrigtatsoFC^ 2018-Jun-18 08:21:27 w- • • Right -Suite® Universal 2018 18.0.13 RSU23828 Page 12 Bay FGLE\Lot55KensingtonReserveEsteroBayFGLE. rup Calc = MJ8 Front Door faces: E External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.235 in/100ft 780 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H 20 0.235 in/100ft 780 cfm 145 ft y Supply Branch Detail Table 5' ' Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name Btuh) cfm) cfm) FR in) in) Matl Ln (ft) Ln (ft) Trunk Din/Foyer/Liv h 3195 160 110 0.249 7.0 Ox 0 VIFx 41.3 95.0 st3 Din/Foyer/Liv-A h 3195 160 110 0.245 7.0 Ox 0 VIFx 43.6 95.0 st3 Dinette/Kitchen c 5896 216 276 0.235 8.0 Ox 0 VIFx 39.7 105.0 st2 Family c 5868 228 274 0.262 9.0 Ox 0 VIFx 24.9 105.0 st2 Powder h 315 16 10 0.259 4.0 Ox 0 VIFx 26.3 105.0 st2 Su17runk` Detail TablerypPYgym ,,.. _ ... Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 460 560 0.235 713 12.0 0 x 0 VinlFlx st3 Peak AVF 320 220 0.245 587 10.0 0 x 0 VinlFlx RefurnTralkh Deta>II Tablea .ati4e Name Grille Size ( in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/ Joist Opening (in) Duct Matl Trunk rb6 Ox 0 780 780 0 0 0 0 Ox 0 VIFx wrightsoft® Right - Suite® Universal 2018 18.0.13 RSU23828 ACC% ... Bay FGLE\Lot55KensingtonReserveEsteroBayFGLE.rup Calc = MJ8 Front Door faces 2018-Jun- 18 08:21:29 Page 1 wrightsofto Duct System Summary Zone 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM F rojec n orma ron r For: HOMES DOWN LOOP, SANFORD, Job: Lot55KensingtonReserv... Date: 8-30-11 By: EJH . CoolingHeating External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.06 in H2O 0.06 in H2O. Available static., pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170/0.170 in H2O Lowest friction rate 0.280 in/100ft 0.280 . in/100ft Actual air flow 947 cfm 947 cfm Total effective length (TEL) 121 ft as Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg,Egv Ln (ft) Trunk Bdrm 2 h 1286 81 55 0.310 6.0 Ox 0 VIFx 24.6 85.0 sti Bdrm 3 h 2274 143 119 0.293 7.0 Ox 0 VIFx 31.2 85.0. sti Bdrm 4 c 2108 87 94 0.304 6.0 Ox'0 VIFx 27.0 85.6 st1 Bthrm 1 c 141 5 6 0.450 4.0 Ox 0 VIFx 5.5 70.0 Hall/Stairs c 309 10 14 0.447 4.0 Ox 0 VIFx 6.0 70.0 Laundry c 1072 4 48 0.312 4.0 Ox 0 VIFx 23.8 85.0 st1 Loft h 3945 248 201 0.436 9.0 Ox 0 VIFx 8.0 70.0 Mstr Bdrm c 5514 139 245 0.417 8.0 Ox 0 VIFx 11.6 70.0 Mstr Bthrm c 1995 87 89 0.292 6.0 Ox 0 VIFx 31.5 85.0 St1: Mstr We h 377 24 13 0.280 4.0 Ox 0 VIFx 36.5 85.0 st1 Mstr WIC 1 h 1188 75. 38 0.401 5.0 Ox 0 VIFx 14.8 70.0 Mstr WIC 2 h 737 46 25 0.439 4.0 Ox 0 VIFx 7.4 1 70.0 f yV M Su I Trunk DeialIT able, P y' .. 9. 3 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk sti Peak AVF 425 417 0.280 541 12.0 0 x 0 VinlFlx wrightsoft® 2018-Jun-18 08:21:29 Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2 ACCR... Bay FGLE\Lot55KensingtonReserveEsteroBayFGLE.rup -Calc = MJ8 Front Door faces: E R Branch Deturn„ s stall Table3 Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb7 Ox 0 947 947 0 0 0 0 Ox 0 VIFx wrightso® 2018-Jun-18 08:21:29 1 ftM ,k ,,,,, ,,,_„,,, , , Right -Suite® Universal 2018 18.0.13 RSU23828 Page 3 AC 1,...Bay FGLE\Lot55KensingtonReserveEsteroBayFGLE. rup Calc = MJ8 Front Door faces: E 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot55KensingtonReserveEsteroBayFGLE Builder Name: RYAN HOMES Street: 3641 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside, of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on Narrow cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall -be airtight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind 120riono and wiring. Shower/tub , The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. In addition, inspection of log walls shall be in accordance with the provisions of iuu-400. 6/18/2018 8:24 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 9`. OA9 14"x10" 1—CAR 14" 16X20rcc 2) 25-SW (2) 25-SH I I I I I I DINETTE a' -a' CLG. I 1 I I I I I I I I FAMILY RM. I 14x8 1wcd j IL1275J 14x8 lwcd 9" 3"" bath duct to roof cap w/fan Nutone 696RNB 2—CAR GARAGE a' -a, CLG. LUW OF 74P. FLR A5V. r22•1 1 ATTIC I ACCE5.„ scale 1 8"=1'0" 2.0 To W/5K 0240V 1PH 18x10 plen pla%1m rboy 917 m m xo==bldr-- I 275 1 I I 8—zi I Z__ j J I 12x6 7^ I II 110 110n io I i m 7" i DINING LIVING ROOM I e'- e' CLa I II FOYER a, - a, CA r 12x6 1 wcd II I b 110 IL, I ENTRY 8_ 8. C_G. FOUR I Transer duirills sib d in compliance wit_ h_Fl_orida Residential BuiLjj Code—M1602.4 nced return air. EXCEPTIONS 1-3 NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 11NCH UNDERCUT ON DOORS TO HABITAL ROOMS Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. v O_ U M N N 0 o S a- N m El'-' z ( n O N 00 Q O LLJ L j V ) LLJ L. L w z 2 m O O O Lf z z Ln — QI— Z0= i ( n O L D Rating o w m w > J Q z 1 O : m CL J Q ( if C) C) 4 bath duct 3" bath duct to roof cap to roof cap w/fan—light w/fan utone 763RLRB Nutone 696RNB 30'30-8N 3m50-8H x4 wcd 15 i owNER's suTrE 4- 40 r 1 1Ox6 1wcd 5• I I 90 1Ox6 1wcd I 14x8 lwcd J 24 i 6" 18x18 rag 228x4 wcd 4" 12 55 BDRM.82 10x61 8x4 1 wcd 16 5 30x18 6" ag Ox6 w lim Cl.G. 4- 4" dryer du c 9" r-T j 6J OF. to roof caI./dryer vent bo ii 8x 1wcd15 4" 50 _ I 8x4 l wcd IR-. IR-a4 14x8 1wcd 10" 2 y— 200 I jN 120 12x6 1wcd 20 6 wall rag Ox6 wall rag 95 10x6 1wcd BDRM j3 30C+0-SH i096-8H A ;r,WOP scale :1/8"=1'0" 2.5 TON W/5KW 0240V 1PH 18x10 plen platform by bldr Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. v s s o_ N N v 0 o S s S N m z (n O N 00 Uj L1J 00 Q 0 Q0 O LiJ LLJ cn LI _I ry LJ zL C m O0 CD oLn=, z[ Y- Ln- Q F---z0 cn o w Q'-w—JYooI D Rating z V m w > J_ Q z Q O =) i7] CL J U) Q Of 0 RECORD COPY Ale c C" err' i.. 3 3 • r..R '0000`' r. r ti 1 g-2904 i orNc UANFORD 44IlPversl> P so AV DESCRIPTION AS; FURNISHED: Lot 55, KENSINGTON RESERVE, os recorded in Plat Book 81, Pages 86 through 92, Pul3lic Records of Seminole County, Florida. sp / - Zady PLOT PLAN FOR CERTIFIED TO: Ryan Homes NVR Inc, ZO;^1'' .uT. _' / i _` 1 1 _...w... I Ok to construct single family home with setbacks and impervious area shown on plan. I PART OF LOT 36 I PALM HAMMOCK ALLOTMENT / PB. 1, PGS. 104-105 CSfe ro// F (' S 00018'41 " E g 62.50' I I 41.36' LOT 55 41J5' i I i I i I 1 I 010' 0 30.0' 15.00' LANAI LOT 5;4 O 7.50' 10.0' Cep CA 2 LOT 56 PROPOSED RESIDENCE ti j MODEL: ESTERO BAY w ELEV.F 2CAR GARAGE LEFT 1 D o 4.00' O O j 19.3, ENTRY cn 15.00' 0 19.3' o j 7.50' 20.7' 16' DRIVE W LK I Ii 25.2G T5.20' I j T O' UTIL. ESMT. P.C. 353.95' _ r o---- r- ----- -- ---- I WALK S—DR AAIN INLET AS LED FROM CURB DRAINAGE PLANS S 00°19'09" E 62.50' CR.A XLEY .D O TAN L 0 OP 50' R/W PRIVATE ROAD) f - PROPOSED = FINSHED SPOjT GRADE ELEVATIONS GUILUINU JtIL7Al;KJ: AJ rLIKINIJITCU PLOT PLAN ONLY NOT A SURVEY FRONT = 25' PER.DRAINAGE PLANS j PLOT PLAN AREA CALCULATIONS REAR = 20' PROPOSED DRAINAGE FLOW G O IMPERVIOUS COVERAGE = 2431t SQUARE FEET OR 33.17 SIDE = 5' FOR 40' LOTS LOT GRADING TYPE A 4 5 Oy LOT CONTAINS 7,347E SQUARE FEET- SIDE -= 7.5' FOR 60' LOTS SIDE 10' FOR LOTS PROPOSED FINISH FLOOR PER PLANS = 27.7' QQ e LIVING AREA CONTAINS 1 766t SQUARE FEET = 75' CONC/LANAI/PORCH CONTAINS 665t SQUARE FEET SIDE STREET = 25' CR USEYVAIEYE'R-,S'COTT ASSOC, IIVrC. — L.AJV ,S'UR VEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT P.D.L.•POINT DN LAN[ F FIELD TYR TYPICAL NOTES. - LP: IRON PIPE i PR.C: = POINT OF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OP PRACTICE SET FORTH BY THE FLORIDA BOARD OF iR: • IRON ROD PGD: • POINT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT 70 SECTION 472:027; FLORIDA STATUES CM. • CONCRETE KINUHENT RAD. RADIAII N.R. NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SFAL, THIS SURVEY MAP OR COPIES ARE N07 VALID, THESETLR. 1/2' LR r/PLB 4596 IREC, WP: -WITNESS POINT 3, THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TOSURVEYOR: THERE MAY BE TITHER RESTRICTIONS RECOVERED P O.B. POINT OF BEGINNING . 1 CALL =CALCULATED P. U.C. POINT OF COMMENCEMENT PAR PERMANENT REFERENCE MDIIUNENT OR EASEMENTS TNAT •AFFECT THIS PROPERTY. ' 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. , Q CENTERLINE r.F. FINISHED FLOOR ELEVATION I5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFR OF THOSE CERTIFlfD 70 AND SHOULD NOT BE RELIED UPoN BY ANY OTHER ENTITY. N& D NA[L 6 DISK BSI. BUILDING SETBACK LINE B. M. • BENCHMARK 6. DIMENSIONS $HUWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUND4RY LINES , R/ W RIGHT-OF-WAY ESMT: • EASEMENT B.B. BASE HEARING 7. BEARINGS, ARE -BASED ASSUMED DATUM AND ON. THE LINE SHOWN AS BASE BEARING (B.B.) IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. DRAIN, - DRAINAGE I UTILUTILITYB. ELEVATIONS, TION N 4596 CL. FC. •CHAIN LINK FENCE 9. CERTIFICATE OF AUTHO o. WD: FC. WOOD FENCE I C/ B CONCRETE BLOCK j SCALE !-- I a 2O'— DRAWN BY. ••• ORDER N,6. PC. POINT OF CURVATURE P. T. • POINT OF TANGENCY i CERTIFIED 6-Y: ESC. D• DESCRIPTION PLOT PLAN 06-0 2oi 3566- 16 R RADIUS L ARC LENGTH D • DELTA C CHORD C. B. CHORD BEARING NORTH S THIS BUILDING/PROPERTY j DOES N07 'UE WITHIN THE ESTABLISHED 100 YEAR PLANE AS'PER "FlRM" X, G SENMEYER, R.L:S. 1 4714 FLOODX" MAP 112117C0090F (09-28-07) JAM W. COTT,R.L.S 4801 TONE RECORD COPY City of Sanford. Building and. Fire Prevention Product Approval Specification Form 018-2904 Permit # Project Location Address (. I+ D/Nc vrAgK As required by Florida Statute 553.842 and Florida AdmiN&6ative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if.they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildin-g.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru Smooth Star 20461-R3 Sliding Ply Gem 4780 SGD 14634-R3 Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11 / 8174.2 - R12 Roll Up Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hung Fixed Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 1 Category/ Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 Underlayments InterWrap Inc. Rhino Roof Underlayment 15216 - R3 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millenium Metals Inc. MMI - 2B Off Ridge Vent 19567 - R1 Other June 2014 2 Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Loa's Concrete Products Lintel 17867 - R1 Insulation Forms Plastics Deck / Roof. Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 3 j rn N co V_ it 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772=409-1010 FX: 772-409-1015 www.AlTruss.com msglz . RNERk y Q .. egg a . y, ;1` 'k 4 !': 2r' & Y4"' y, A' y ` Q P m—, ." . sry<!'b b*'—„ { - ter.-'w.,. rri BUILDER: RYAN HOMES PROJECT: KENSINGTON RESERVE COUNTY: SEMINOLE LOT/BLK/MODEL: LOT:55 / MODEL:ESTERO BAY V2 / ELEV:F / GAR L JOB#: 72544 MASTER#: WRCEB2FM OPTIONS: MASTER TRAY Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 R®UF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCEB2FM A-1 Roof Trusses JOB #72544 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 Customer Info: RYAN HOMES Project Name: Scattered Lots Lot/Block: Model: ESTERO BAY v2 Address: LOT #55 Subdivision: City: County: Orange State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017ITP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 52 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet . conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0008828 '' A01 G 5/21/18 13 A0008840 CA 5/21/18 25 A0008852 FL02 5/21/18 12 A0008829 A01GT 5/21/18 14 A0008841 CJ1F 5/21/18 26 A0008853 FL03G 5/21/18 3 A0008830 A02 5/21/18 15 A0008842 CAPP 5/21/18 27 A0008854 FL04 5/21/18 4 A0008831 A02T 5/21/18 16 A0008843 CJ3 5/21/18 28 A0008855 FL05G 5/21/18 5 A0008832 A03 5/21/18 17 A0008844 CJ3F 5/21/18 29 A0008856 FL06 5/21/18 6 A0008833 A03T 5/21/18 18 A0008845 CJ3P 5/21/18 30 A0008857 FL07G 5/21/18 7 A0008834 A04 5/21/18 19 A0008846 CJ5 5/21/18 31 A0008858 FL08 5/21/18 8 A0008835 A05 5/21/18 20 A0008847 F01G 5/21/18 32 A0008859 FL09G 5/21/18 9 A0008836 A06 5/21/18 21 A0008848 F02 5/21/18 33 A0008860 FL10 5/21/18 10 A0008837 A07 5/21/18 22 A0008849 F03 5/21/18 34 A0008861 FL11E 5/21/18 11 A0008838 A08 5/21/18 23 A0008850 FG1F 5/21/18 35 A0008862 FL12 5/21/18 12 A0008839 B11E 5/21/18 24 A0008851 FL01E 5/21/18 36 A0008863 FL13 5/21/1.8, The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Roof Trisses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, perANSI/TPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents') provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents') are specialty structural component designs and may be part of the project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of professional engineering responsibility for the design of the single Truss depicted on the TDD on4nt y T- Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. Page 1 of 2 e A®1 1100F i A FLORIDA CORPORATION I RE: Job WRCEB2FM No. Seal # Truss Name Date 37 A0008864 FL14 5/21/18 38 A0008865 FL15E 5/21/18 39 A0008866 FL16G 5/21/18 40 A0008867 H01G 5/21/18 41 A0008868 HJ5F 5/21/18 42 A0008869 HJ5P 5/21/18 43 A0008870 HJ7 5/21/18 44 A0008871 J5F 5/21/18 45 A0008872 J5P 5/21/18 46 A0008873 J7 5/21/18 47 A0008874 RF 5/21/18 48 A0008875 VT 5/21/18 49 A0008876 VO4 5/21/18 50 IA0008877 V08 5/21/18 51 A0008878 VM2 5/21/18 52 A0008879 VM4 5/21/18 53 STDL01 STD. DETAIL 5/21/18 54 STDL02 STD. DETAIL 5/21/18 55 STDL03 STD. DETAIL 5/21/18 56 STDL04 STD. DETAIL 5/21/18 57 STDL05 STD. DETAIL 5/21/18 58 1 STDL06 STD. DETAIL 5/21/18 59 STDL07 STD. DETAIL 5/21/18 60 STDL08 STD. DETAIL 5/21/18 61 STDL09 STD. DETAIL 5/21/18 62 STDL10 STD. DETAIL 5/21/18 63 STDL11 STD. DETAIL 5/21/18 64 STDL12 STD. DETAIL 5/21/18 65 STDL13 STD. DETAIL 5/21/18 66 STDL14 STD. DETAIL 5/21/18 67 STDL15 STD. DETAIL 5/21/18 68 1 STDL16 STD. DETAIL 5/21/18 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. Page 2 of 2 o cuss cussType C ty Pty A0008828TJob1WRCEB2FMA01GHipGirdert Reference (optional) At .HOOT I fusses, Fort Fierce, FL 34y4b, aesign(tDalt uss.corn 1-0-12 3-5-8 6-11-4 1 13-6-2 704 MT20HS= Hun: i5.12U 5 NOV 12 ZUl / F'nnC ea.l zu s I D:o9km lw63sC7meCgAkvtD6y 32-11-4 36-5-0 , 39-10- 6-6-14 3-5-12 3-5-8 704 MT20HS= Dead Load Deft. = 1/2 in 5.00112 4x4 = 7x6 - 4x4 - 4x4 631 3 7 15 6 8 4x8 J 4x8 % 4x4 % 4x8 4x8 4 10 1 t1 0 l 2 121 s 20 41 42 19 18 43 44 45 46 17 47 48 49 16 1550 51 52 14 8x10 II 4x4 = 5x10 MT20HS= 4x8 = 4x8 = 4x4 = 8x10 II 4x8 = 5x10 MT20HS= 6-114 13-6-2 19-11-4 26-4-6 32-11-4 39-10-8 1 6-11-4 6-6-14 6-5-2 6-5-2 6-6-14 6-11-4 Plate Offsets (X,Y)-- [5:0-6-8 0-4-4][7:0-3-0,04-8],[9:0-6-8,0-44],[16:0-3-8,0-2-0],[18:0-3-8 0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.50 17 961 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -1.00 17 481 240 MT20HS 187/143 BCLL 10.0 * Rep Stress Incr NO WB 0.89 Horz(CT) 0.17 12 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.47 17 999 240 Weight: 271 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x6 SP 240OF 2.0E BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W3: 2x4 SP No.2 SLIDER Left 2x6 SP No.2 3-6-0, Right 2x6SPNo.2 3-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-4-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 3324/0-2-12 (min. 0-2-12) 12 = 3333/0-2-12 (min. 0-2-12) Max Horz 2 = 59(LC 32) Max Uplift 2 781(LC 4) 12 = 786(LC 5) Max Grav 2 = 3324(LC 1) 12 = 3333(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-316/58, 3-4=-5809/1359, 4- 5=-6391/1469,5-29=-9329/2123, 29730=- 9331/2123,30-31=-9334/2124, 6- 31=-9336/2124,6-32=-10374/2339, 32- 33=-10374/2339, 33-34=-10374/2339, 7- 34=-10374/2339,7-35=-10374/2339, 35- 36=-10374/2339,36-37=-10374/2339, 8- 37=-10374/2339, 8-38=-9371/2142, 38- 39=-9369/2141, 39-40=-9366/2141, 9- 40=-9364/2141, 9-10=-6409/1478, 10- 11=-5825/1368,11-12=-317/58 BOT CHORD BOT CHORD 2- 20=-1127/5072, 20-41 =-1 260/5899, 41- 42=-1260/5899, 19-42=-1260/5899, 19- 43=-1260/5899, 18-43=-1260/5899, 18- 44=-2007/9330, 44-45=-2007/9330, 45- 46=-2007/9330, 17-46=-2007/9330, 17- 47=-2027/9365, 47-48=-2027/9365, 48- 49=-2027/9365, 16-49=-2027/9365, 16- 50=-1274/5916, 15-50=-1274/5916, 15- 51=-1274/5916,51-52=-1274/5916, 14- 52=-1274/5916,12-14=-114515086 WEBS 4- 20=-169/1057, 5-20=-43/262, 5- 18=-848/3929, 6-18=-1508/540, 6- 17=-250/1216, 7-17=-780/374, 8- 17=-230/1176, 8-16=-1504/548, 9- 16=-858/3950, 9-14=-45/261, 10- 14=-171 /1060 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf- BCDL= 5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi= 0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live, load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf.on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 781 lb uplift at joint 2 and 786 lb uplift at joint 12. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load( s) 243 lb down and 178 lb up at 6-11-4, 123 lb down and 84 lb up at 9-0-0, 123 lb down and 84 lb up at 11-0-0, 123 lb down and 84 lb up at 13- 0-0, 123 lb down and 84 lb up at 15-0-0, 128 lb down and 92 lb up at 17-0-0, 128 lb down and 92 lb up at 19-0-0, 128 lb down and 92 lb up at 21- 0-0, 128 lb down and 92 lb up at 22-10-8, 128 lb down and 92 lb up at 24-10-8, 128 lb down and 92 lb up at 26-10-8, 123 lb down and 84 lb up at 28- 10-8, and 123 lb down and 84 lb up at 30-10-8 and 243 lb down and 178 lb up at 32-11-4 on top chord, and 341 lb down and 108 lb up at 6- 11-4, 87 lb down at 9-0-0, 87 lb down at 11-0-0 87 lb down at 13-0-0, 87 lb down at 15-0-0, 90 lb down at 17-0-0, 90 lb down at 19-0-0, 90 lb down at 21-0-0, 90 lb down at 22-10-8, 90 lb down at 24-10-8, 90 lb down at 26-10-8, 87 lb down at 28-10-8, and 87 lb down at 30-10-8, and 341 lb down and 108 lb up at 32-10-8 on bottom chord. The design/selection of such connection device( s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the' face of the truss are noted as front (F) or back B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 5-9=-60, 9-13=-60, 21-25=-20 Concentrated Loads (lb) Vert: 5=-196(B) 9=-196(B) 20=-341(B) 14=- 341 (B) 29=-1 23(B) 30=-1 23(B) 31 =- 1 23(B) 32=- 123(B)33=-128(B)34=-128(B)35=-128(B) 36=- 128(B)37=-128(B)38=-128(B)39=-123(B) 40=- 1 23(B) 41 =-60(B) 42=-60(B) 43=-60(B) 44=- 60(B)45=-67(B)46=-67(B)47=-67(B) 48=- 67(B)49=-67(B) 50=-67(B) 51=-60(B) 52=- 60(B) 6noaq- 1leue tlnnFtdr".-WA I 1Ei film A OkMiCt1t990 0 .CtCri ,k1-' '. y0f dx.,F.40",.1'.1 an t%tY.vt)tsw0as y,(t>C eze ik daltarl iezin ff tely xe EFmsrree. ihist EkM rrne ddNmtie i6@; enl - dritt:aatT,. Fre.,fa. s:NbtBx1)Otaxtdd:AseTnfOenFnEiFlun ,Steudptsdate l3>.stdntarID6 eFe t5 ettad9k/tapatasbtdtu t ntt•,ptsltiNFt ltelto rotsa T stenNt.ne m O Nni,I. ks»F n Pu la <ttdnratuno6lry AnthonyT. Totnho 11.,:'P.E'. ed uedasF w•4mkd[,n is lAe agnvblm x"d lxtn tk Ovmi si:tm Rtx4rik tpl/n Desitat ,a tk ;tdetidh lR. :4`, IH brit .As; iNt nr:Inl 9e rFr, ntl the!Ph a lwheli seah .ea wlifia WCJ"gt utdla ekama nFww'hd`. a 80083 ik E tt; hegrR m CtCtro .>t ar , iE TOE tai im pextne! nl p i4ll. itn, t deiit (tapered Sate to,; en tfSP pd ske } rM W StU m:idn. 'a Fetnd a:on L T? I km;ir pms Tet ai n.:il ' T.tss f4!ipn I n )e.V tpiti M lta!t v A.? , n.:eu 451 St: Lucie Blvd. AE<nuldiiNtlt: a9mtpis3,+unatfiq li dljM is rnt,rN.: Ge ire! t?aFuen i!_1LI ht6xWagpp;pv, le!s Syr,,a-7Fneetsar a.lA>l. ,illtAy.:T t:a ai ss ldaNnRl l,. Fort Pierce, FL 34946 apinsh1 V 2016 A I Roatfiusus- Anthuy 1. Tomho Ill, P.I. Reptodudiaeof1hisdomment, iAPllionq T. Tamho Ill, P.t: o russ runs ype y WRCEB2FM A01GT Hip Girder 1 P A0008829 Job Refer.. w -. =•a,a ».u, nun: a. i2u s NOV 1,eZu1 r rnnc S.12U s NOV 12 2011 Mi I ek Industries, Inc. Mon May 21 10:08:26 2018 Page 1 I D:zRSREVFepZFZ_OLY7U9j Iztn LF-wm RM kNJ8ldswFV5Xi LzkM45VZmwt4 E3B2fZ?H rzEK2Z M-12 40- 114 0- 3-10-14 6-11-4 9-1-8 14-0-11 18-11-14 23-11-0 28-4-4 32-11-4 35-11-10 39-10-8 39- 1-4 14 3-0-6 2-2-4 4-11-3 4-11-4 4-11-2 4-5-4 4-7-0 3-0-6 310-14 0- 12 0-0-12 1- 0-0 Dead Load Dell. = 9/16 in 5. 00r12 6x10= I 1. 5x4 . Sx8 1 4 3 1 4x12 II II 4x4 I. ih 7 46 , 47 23 48 49 27 2625 4x4 = 402 = 3x4 II 8x10 = 5x6 II 1, 9 22 1 - 50 51 4x4 = 2019 52 3x4 II 7x10 MT20HS= 5x6 z-- I pxts = 44 53 18 1754 55 16 4x6 = 3x4 = 7x8 = 0- - 1Q 26-11-4 9-1-8 9 14-0-11 18-11-14 23-3-4 2 1 -0 28-4-4 32-11-4 0- - 12 6-11-4 2-2-40-7- 2 4-3-7 4-11-4 4-3-6 0-7- 2 4-5-4 4-7-0 Plate Offsets (X,Y)-- [2:0-8-8,Edge], [5:0-3-4 0-3-01 [8:0-2-12,04-81 [11:0-2-0 0-3-121, [14:0-8-8,Edge] [21:0-340-3-41 LOADING (psf) TCLL 20. 0 TCDL 10. 0 BCLL 0. 0 * SPACING- 2- 0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO CSI. TC 0. 88 BC 0. 85 WB 0. 87 DEFL. in ( loc) Vert(LL) 0.65 22 Vert(CT) - 1.09 21-22 Horz(CT) 0.29 14 I/deft 736 439 n/ a L/d 360 240 n/ a BCDL 10. 0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP 240OF 2.0E *Except* T2,T3: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1,B5: 2x4 SP M 30 B3: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W4,W3, W9,W8: 2x4 SP No.2 SLIDER Left 2x8 SP 240OF 1.8E 2-0-1, Right 2x8 SP 240OF 1.8E 2-0-2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins. BOTCHORD Rigid ceiling directly applied or 9-9-11 oc bracing. Except: 10- 0- 0 oc bracing: 24-26, 19-21 REACTIONS. (lb/ size) 2 = 3387/ 0-3-8 (min. 0-2-0) 14 = 3357/ 0-3-8 (min.0-2-0) Max Horz 2 = 59( LC 28) Max Uplift 2 = 1129( LC 4) 14 = 1031( LC 5) Max Grav 2. = 3387( LC 1) 14 = 3357( LC 1) FORCES. (lb) Max. Comp./ Max. Teri. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 292/497, 3-4=-5680/1924, 4-5=- 6278/2140, 5-6=-10238/3547, 6-36=- 10411/3607, 36-37=-10411/3607, 7-37=- 10411/3607,7-38=-13475/4789, 38-39=- 13475/4789,8-39=-13475/4789, 8-40=- 14662/5151, 40-41=-14662/5151, 9-41=- 14662/5151, 9-42=-13460/4532, 42-43=-13460/4532, 10- 43=-13460/4532, 10-44=-8358/2688, 44-45=-8354/2688, 11- 45=-8352/2688, 11-12=-6238/1944, 12- 13=-5632/1748,13-14=-282/555 BOT CHORD BOT CHORD 2-27=-1596/4884,26- 27=-225/ 605, 24- 26=-55/292, 6-24=-554/302, 24- 46=-4677/13475, 46-47=-4677/13475, 23- 47=-4677/13475, 23- 48=-5044/14661, 48- 49=-5044/14661, 22- 49=-5044/14661, 22- 50=-4490/13661, 50- 51=-4490/13659, 21- 51=-4490/13658, 9- 21=-1037/590, 19- 52=-269/971, 52-53=-269/971, 18- 53=-269/971, 18-54=-1725/5823, 17- 54=-1725/5823, 17-55=-1725/5823, 16- 55=-1725/5823, 14-16=-1453/4837 WEBS 4-27=-382/1300, 5-27=-3288/1177, 24- 27=-1854/5811, 5-24=-2399/6877, 7- 24=-3452/1322, 7-23=-176/941, 8- 23=-1362/411, 9-22=-617/1151, 18- 21=-2409/7689,10-21=-2070/5734, 10- 18=-3523/1321, 11-18=-1095/3282, 11- 16=-387/225,12-16=-346/1316 NOTES- 1) 2-ply truss to be connected together with 1 Od 0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0- 9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back ( B) face in the LOAD. CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelooel: cantilever left 1.5x4 i 12 5x8 13 0 14 1 css IC I 4x12 II 6- 110N 1 4 6- 11-4 0- -12 I,0-5-41 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 527 lb FT = 10% 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10. 0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0- 0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1129 lb uplift at joint 2 and 1031 lb uplift at joint 14. 10) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 245 Ib down and 178 lb up at 7-0-0, 123 lb down and 84 lb up at 9-0- 0, 115 lb down and 134 lb up at 11-0-0, 115 lb down and 134 lb up at 13-0-0, 115 lb down and 134 lb up at 15-0-0, 115 lb down and 134 lb up at 17-0- 0, 115 lb down and 134 lb up at 19-0-0, 115 lb down and 134 lb up at 20-10-8, 115 lb down and 134 lb up at 22-10-8, 123 lb down and 84 lb up at 24- 10-8, 123 lb down and 84 lb up at 26-10-8, 123 lb down and 84 lb up at 28-10-8, and 123 lb down and 84 lb up at 30-10-8, and 240 ib down and 178 lb up at 33-0-0 on top chord, and 341 lb down and 108 lb up at 6-11-4, 87 lb down at 9-2- 4, 107 lb down and 30 lb up at 11-0-0, 107 lb down and 30 lb up at 13-0-0, 107 lb down and 30 lb up at 15-0-0, 107 lb down and 30 lb up at 17-0- 0, 107 lb down and 30 lb up at 19-0-0, 107 lb down and 30 lb up at 20-10-8, 107 lb down and 30 lb up at 22-10-8, 87 lb down at 24-10-8, 87 lb down at 26-10-8, 87 lb down at 28-10-8, and 87 lb down at 30-10-8, and 341 Ib down and 108 lb up at 32- 10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1. 25, Plate Increase=1.25 Uniform Loads ( plo Vert: 1-5=-60, 5-11=- 60, 11-15=- 60, 26-28=-20, 2-27=-1596/4R84. 26-27=-225/605, and rinht exnnsad :and vortical loft axnnserl 25-26=-20, 21-24=-20, 19-20=-20, 19-32=-20 9 ql;e db 9d i rtx ».I i7G p S3 E!LEl &Ki ItflSd(killL a !!tl x'IA1t k,CA-?SxfN f i ilr lesipr dbs IN -ire! nfa i.-)esssi rgff In 16I#WfI1 a l:, tE td , 4P'ee ud Ih- id1 "i, mAY TN'; !dl I!i, n, tl@II d/,'-9 IteslkE i, <Ieln l',, n Pd Wb t'_ osP k IXTp9.tdlilyd 5!IkdAF fF MISillip' e',nleESWc.nP•.[II$I.::INWnt'0[alf TAb r•l.. rtl F-,p, TSlbptill_.I Mki.Irnn11!; S.Iamn 'I, -i; 3 d% i,: mt MCI! s!R<i pWimr^>:.1*x Ikernr.cd!m sa s1 ntk,uikn iM ;Intidn It,n .P+/n 1 at a . rE T. '? rypniq Ilm o@IwW.ihu tdn. ilss n:ipnla4 semi. m10-nW Wlka;r!eA Arth ny T. 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Repinluoioo of this aoioment, in onptoic,,ispiahibited,uithow Ilitwineo ptimiss!nnfiom A -I boflfimesAntlionvl. limbo ill, F.I. - Fort Pierce, FL 34946 Job I russ I russ I ype P y 117 A0008829 WRCE82FM A01GT Hip Girder Job Reference (optional) rtuu! ;!uses, run.nerce, r ,vtavo, ues;ynl,a nrusatum LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-196(F) 11=-196(F) 26=-60(F) 6=-123(F) 27=-341(F) 8=-115(F) 22=-87(F) 16=-341(F) 36=-1 15(F) 37=-1 15(F) 38=-1 15(F) 39=-1 15(F) 40=-1 15(F) 41=-1 15(F) 42=-1 23(F) 43=-1 23(F) 44=-123(F) 45=-123(F) 46=-87(F) 47=-87(F) 48=-87(F) 49=-87(F) 50=-87(F) 51=-87(F) 52=-60(F) 53=-60(F) 54=-60(F) 55=-60(F) Run: 8.120 s Nov 12 2017 Print 8.120 s Nov 12 2017 MTek Industries, Inc. Mon May 21 10:08:26 2018 Page 2 I D:zRSREV FepZFZ_OLY7U9j Iztn LF-wmRMkNJ8tdswFVSXiLzkM45VZmwt4E3B2fZ? H rzEK2Z wr.9 exits Flyd/,t,r'tucrt.ss;"iEll(i tWK.tiFWd(1.i11LAs[JLIOR 1.1,.aaLw;autlr' Iag, 5errtd s;rl rate aswetaiaeix r,Nil 1e.aa i"I(r xe 14 Lowy t: isat, rt ma_xe tti k ts.. ua f: Fim.ne W'i x d!ten, xe 441<.xltuFT; ire ild Y.rel hr@!7}Dhxtdd. }!e;lxf Desi/i Eipixa, :ie.hlteNeer;-,a. udnmi lDD!eiresentxa pa:edne irddtslnd ea tclatiatllllrt(xnll sq i Mis:ty tl t.s e!i Nxll eDD hulas-1,'Ge,i?ai]mpiFp lelN3eadnxs; it tFHllrt A;thony T. Tombo ii7, P:E. Cid ]Sl0 ii' `er !W M I .IW F", and l„1 'It gpix 0A, TOD:,a m; lidd e AU , S; A19p 16d "i:FKF I m tt SW1I.'k d; y 80083 ',! Ikt t'tlDf$Kx M[fn`[a Ail iim tINID( al!/xil .1?44 a ifWfId11( i.WfdSo In ell asp/tI]&,..iifm tdStu ll; IxudMi oNx..7?11tv.;'k... 151 Dlt.1N!..1. iOf!nlq.. S ie.pb_BD' ,d irtt!1liA5d"' 1.-Is 4451 St. Lucie Blvd. FT:q— kfiut{i i F19'ed 154lF att! tYlflvi if dl ia'ES ,.d sae ihi a a.a{Ilxr:,_aui xSJ dSj!.,s,p]a I .4 SYi,ta ainxlrOr xdbFK. AJI (a ia:aa.a5 ut sdehearsin,. 'Fort P erce, R 34946. wppiadt UJ 1016FIftgok Losses Anihun4 t.Tomdw Ill,Pt. Reprodu(tioi of idis document; iw any dprm, is pwdid0ed x!thcud the viilien pumissitnhamAlRoof Uopses Fnih'ongT`Tcmdw3li, P.C. - o russ uss ype Q Job WRCE62FM A02 Hip Truss 1AlAnnrT.. ,ee C... 011248-3 8-11-4 16-0-11 1-0-12 4-8-3 4-3-1 7-1-7 5x65.01) 12 5 eference (ootionall un: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08:27 2018 Page 1 ID:o9km Iw63sCj7meCgAkvtD6ygZq F-Oz7kyjJ nex_nsfgjG 2UzvHeg UAGN povKGJJZpHzEK2Y 23-9-13 30-11-4 35-2-5 39-10-8 4Q-11,-4 7-9-2 7-1-7 4-3-1 4$-3 1-0-12 Dead Load Defl. = 7/16 in 3x4 = 4x6 = 3x4 = 5x6 = A o 0 0 m121 18 17 16 15 14 4x12 11 3x8 = 3x8 MT20HS= 3x4 = 3x8 MT20H5= 3x8 — 4x12 II 1-4 19-11-4 30-11-4 11-0-0 Plate Offsets (X,Y)-- [2:0-8-8Edge], [5:0-3-00-2-4], [7:0-3-0Edge], [9:0-3-0,0-2-4][12:0-8-8,Edge] LOADING psf) SPACING- 2-00 CSI. DEFL. in (loc) I/deft L/dTCLL20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.31 14-16 999 360TCDL10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.76 14-16 628 240BCLL' 0.0 * Rep Stress Incr YES WB 0.45 Horz(CT) 0.18 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wlnd(LL) 0.39 16-18 999 240 LUMBER- TOP CHORD 2x4 SP M 30 *Except* T2,T3: 2x4 SP No.2 WEBS BOT CHORD 2x4 SP M 30 4-18=-21/344, 5-18=-329/650, WEBS 2x4 SP No.3 6-18=-11711794, 6-16=0/307, SLIDER 8-16=0/307, 8-14=-1171/794, Left 2x8 SP 2400F 1.8E 2-3-0, 9-14=-329/650,10-14=-21/344 Right 2x8 SP 2400F 1.8E 2-3-0 BRACING- NOTES- TOPCHORD 1) Unbalanced roof live loads have been Structural wood sheathing directly applied. considered for this design. BOTCHORD 2) Wind: ASCE 7-10; Vult=150mph (3-second Rigid ceiling directly applied or 4-10-10 oc bracing. gust) Vasd=116mph; TCDL=5.Opsf; WEBS BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., 1 Row at midpt GCpi=0.18; MWFRS (envelope) and C-C 6-18,8-14 Exterior(2) zone; cantilever left and right exposed MiTek recommends that Stabilizers and end vertical left exposed;C-C for members and required cross bracing be installed during truss forces & MWFRS for reactions shown; Lumber erection, in accordance with Stabilizer DOL=1.60 plate grip DOL=1.60 Installation uide. 3) Provide adequate drainage to prevent water ponding' REACTIONS. lb/size) 4) All plates are MT20 plates unless otherwise 2 = 1659/0-2-12 (min. 0-1-15) indicated. 12 = 1659/0-2-12 (min. 0-1-15) 5) This truss has been designed for a 10.0 psf Max Horz bottom chord live load nonconcurrent with any 2 = 74(LC 12) other live loads. Max Uplift 6). * This truss has been designed for a live load 2 =-500(LC 8) of 20.Opsf on the bottom chord in all areas where 12 =-500(LC 9) a rectangle 3-6-0 tall by 2-0-0 wide will fit between Max Grav the bottom chord and any other members. 2 = 1659(LC 1) 7) Provide mechanical connection (by others) of 12 = 1659(LC 1) truss to bearing plate atjoint(s) 2, 12. 8) Provide mechanical connection (by others) of FORCES. (lb) truss to bearing plate capable of withstanding 500 Max. Comp./Max. Ten. - All forces 250 (lb) or less Ib uplift at joint 2 and 500 Ib uplift at joint 12. except when shown. TOPCHORD 2-3=-462/438, 3-4=-2699/1875, LOAD CASE(S) 4-5=-2747/1859, 5-6=-2547/1808, Standard 6-7=-3573/2431, 7-8=-3573/2431, 8-9=-2547/1808, 9-10=--2747/1859, 10-11=-2699/1875, 11-12=-461/438 BOTCHORD 2-18=-1522/2352, 17-18=-2159/3468, 16-17=-2159/3468, 15- 16=-2159/3468, 14-15=-2159/3468, 12-14=-1528/2352 WEBS 4-18=-21/344, 5-18=-329/650, 39-10-8 8-11-4 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight:206Ib FT=10% ri ry Pl riar yH rne'4117C nsSS sE!lEYx6K1 HEIRS d(eiIICHE)ti Xi'0I Y1Cd ,MM t Y-Ar nvyry Mesa'.. aAn Nj 1"15 )1.D ry tfE.; ue P. Artiref1 1,",;ff ld tY sir nn+sr dl nIDP: altINlrtxThy4e• f9 ,It hr ne Dlax di f e r'nr Des yeEd . sx dnE vn ;; tdr 1Do Irt ms u &xe do Froe"I d I. unsOrtnP rrrn ns rawnts it s r'tlun CI eM, soln it L.:[t•g e?sssmMra=Icel s.nrmxs, mldA rr edn E S oolob"of x n arx aDhd -3 me sre-u x atr del u 11 tx unt.unddn II n u(agn I rl1 t• ,IFm+lnl Tit An_hony T. Torr,5o -11, P.E. vex, do oong n:u do tern led , y I M et w it 4 r sn:,nd 80183rIktaDts "n wc.L di e!,e Ih 1DIr rN ruyae1 !q iH do t.dGy(raiam Selnh eM1 t(SI1kl sle9 Pp E9 nl SEU eivaxN'ng >„a9 a 1PI nix 'Er_resyEroa nts u. ta':ti M91rst twsrpn;its'Ju ry apa.tt naIr .r kearlrRter.airs, exr •rse t=f rtgErs 44515t. Lucie Blvd. ophnehi.`1101GTrusses Anthony1.iom6oIll. P.E. ReproduataaoftgsBoiument,inonyform,isprohibitedwithoutthe+rntten_permissionhomA`-I Roof Trusses,-Anthorto.TomboIll,P.I. r=aitPierce, FL.-34946 o fuss Truss Type ty y A0008831 WRCEB2FM A02T Hip 1 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08:28 2018 Pag@e 1 I D:zRSREVFepZFZ_OLY7U 9j Iztn LF-t9Y692KPPE6eU pFwgm?CSVBsJZa9Y8i UVz26LjzEK2X 0-0-12 40-11-4 0- 2 4-7-0 S 11 4 16-5-2 23-11-0 30-11 4 35-2-9 39-10-8 39- 0 4-7-0 4 d 7-5-14 7-5 14 7-0 4-3-5 4-7-15 0- -12 0-0-12 1-0-0 Dead Load Defl. = 1/2 in 5x10 MT20HS= 3x8 = 4x6 = 2x4 11 5x10 = 23 22 21 1.5x4 11 1716 15 14 5x12 11 6x6 = 3x4 = 3x4 = 3x6 = 4x12 11 5x8 = 0-Q-12 4-7-0 &11-4 9-9 4 16-5-2 1 23-3-4 1 30-11-4 0-d-12 4-7-0 4 4 4 0-10-0 6-7-14 6-10-2 Plate Offsets (X,Y)-- 2:0-8-8,EdgJ, [5:0-4-5,Edge][7:0-3-0 Edge] [9:0-7-12,0-2-8], [12:0-8-8 Edge], [14:0-2-8,0-1-12], LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.42 18-19 >999 360 TCDL 10.0 Lumber DOL 11.25 BC 0.92 Vert(CT) 0.90 18-19 >534 240 BCLL 0.0 * Rep Stress Incr YES WB 0.86 Horz(CT) 0.27 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.53 18-19 >910 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T4: 2x4 SP 240OF 2.0E BOT CHORD 2x4 SP M 30 *Except* 85,132: 2x4 SP No.3, B4: 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 240OF 1.8E 2-0-1, Right 2x8 SP 240OF 1.8E 2-0-1 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 16-18, 20-22 WEBS 1 Row at midpt 6-20, 6-18, 14-18, 9-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1677/0-3-8 (min.0-2-0) 12 = 1670/0-3-8 (min.0-2-0) Max Horz 2 = -74(LC 13) Max Uplift 2 = -491(LC 8) 12 =-495(LC 9) Max Grav 2 = 1677(LC 1) 12 = 1670(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2653/1765,4-5=-3539/2312, 5-6=-3293/2232, 6-7=-4533/3034, 7-8=-4533/3034, 8-9=-4479/3009, 9-10=-2752/1848, 10-11=-2710/1859, 11-12=-490/398 BOT CHORD 2-23=-1447/2331, 19-20=-2750/4607, BOT CHORD 2-23=-1447/2331, 19-20=-2750/4607, 18-19=-2750/4607, 8-18=450/456, 15-16=-160/301,14-15=-160/301, 12-14=-1513/2359,5-20=-500/947 WEBS 4-20=477/10.14,6-20=-1545/918, 6-19=0/345,14-18=-1326/2254, 9-18=-1360/2180,9-14=-346/285, 4-23=-646/490,20-23=-1319/2160, 10-14=-25/342 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph'(3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 491 lb uplift at joint 2 and 495 lb uplift at joint 12. LOAD CASE(S) Standard 1-4 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 230 lb FT = 10% nuia}rinsttd yNls!wrt'a'AIDC fi,53i"Si1tE 6tA:11:IiEY5dC 56i11L1'.[Jt1uRl.tll,. clLa.ii,MEX"Inx, itEApi yrf;Eu It, to 1hm6 rE ld Skk1 Dd iM Idu W. sey 0, 10 unmrE iisR sId 11, k T)Dltm,.14. 6s rit Dni9AFidua ftt ltltr EtgfF?,pt t!lIN Wr)pD }EMf nEtt»:tdtM}d 5511u1 MA F'IK (?,lntfl/mp 11E of r141hti k}'r f 7t}1 ttt ra It* Id1.); )R 6ta N1, Ittx ndn- AnulAn Anthony T. Tornbo111, P.E. d asedas t s WEnI 18u ;t in}x.idlih d N-At:D.sniECn.n!}eartye lwll nAt ipE•.®ht';+eltndlN lR n.. It/ h.d E. ltyiN red lRl 'tee eEl Me OB I.. t I/ s dh ii nn Er., "} ii-:q ills ld and M"w paas'E nd. z 80083 n1eFE;' dt.DesuxmGrwE,tll u.rzettsiDlnll Nunna9}EW n4dgkl(ta}tmntSdd+'it a4r1EISkaMrm.4 Avatti a'n[.n>la:ea•I ir'ILEtiE:%alsExs nnax+n::-sdiImskiipnE'E,txtyE.,pxdnarRskaadxtieE: e451St.Lunet3lvd. d; U- m tEBne})a:ut.wE`winnnttlhq ll dl ju'tsl dtea. the lns s.a yunt u_1L`}hEaW}CE,_rae:,!I sSrsun.iyirme ar a.dA>!. llt taM w2.ns wi®i letaelnfll l; _-Fort Pierce FL.. 34946. opy1i§ hi01916dIReelTfosses Whap'y1.16misaI16P.t.Rep 01Udin at this document, in any form, is prohibited wlthout [he wiittenpemusiohhcmRlRoo iiresses;rAnthoari:ledibalA;P.t. Job FT russ ype ty y A0008832 WRCEB2FM A03 Hip Truss: russ 1 1 Job Reference (optional) j 11 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08:29 2018 Page 1 ID:o9kmlw63sCj7meCgAkvtD6ygZgF-LL6UMOL1 AYEV6yg6NTXR_ij_?zygHaVdkdofuAzEK2W 011T5-9-5 10-11-4 16-11-4 22-11-4 \, 28-11-4 34-1-3 39-10-8 4Q-11,-4 1-0-12 5-9-5 5-1.-15 6-0-0 6-0-0 6-0-0 5-1-15 5-9-5 1412 5.00 F12 5x6 = 5 3x4 = 5x6 = 5x6 = a R Dead Load Defl. = 5/16 in 17 '- — — r,, 1. — iv 13 402 II 4x6 = 3x4 = 3x8 = 4x12 11 3x8 = 4x6 = 10-11-4 10-11-4 1-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.32 15-17 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.63 13-15 758 240 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.19 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.38 15-17 999 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* NOTES- T2,T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 1) Unbalanced roof live loads have been WEBS 2x4 SP No.3 considered for this design. SLIDER 2) Wind: ASCE 7-10; Vult=150mph (3-second Left 2x8 SP 240OF 1.8E 2-3-0, gust) Vasd=116mph; TCDL=5.Opsf; Right 2x8 SP 240OF 1.8E 2-3-0 BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., BRACING- GCpi=0.18; MWFRS (envelope) and C-C TOP CHORD Exterior(2) zone; cantilever left and right exposed Structural wood sheathing directly applied. end vertical left exposed;C-C for members and BOT CHORD forces & MWFRS for reactions shown; Lumber Rigid ceiling directly applied or 5-4-3 oc bracing. DOL=1.60 plate grip DOL=1.60 MiTek recommends that Stabilizers and 3) Provide adequate drainage to prevent water ponding. required cross bracing be installed during truss 4) This truss has been designed for a 10.0 psferection, in accordance with Stabilizer bottom chord live load nonconcurrent with anyInstallationguide. other live loads. REACTIONS. (lb/size) 5) * This truss has been designed for a live load 2 = 1659/0-2-12 of 20.Opsf on the bottom chord in all areas where min. 0-1-15) a rectangle 3-6-0 tall by 2-0-0 wide will fit between11 = 1659/0-2-12 (min. 0-1-15) the bottom chord and any other members, withMaxHorzJBCDL = 10.0psf. 2 = 89(LC 12) 6) Provide mechanical connection (by others) ofMaxUplift 2 truss to bearing plate at joint(s) 2, 11. 475(LC 8) 7) Provide mechanical connection (by others) of11 =-475(LC 9) truss to bearing plate capable of withstanding 475MaxGrav lb uplift at joint 2 and 475 lb uplift at joint 11. 2 = 1659(LC 1) 11 = 1659(LC 1) FORCES. (lb) LOAD CASE(S) Standard Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-598/306, 3-4=-2765/1957, 4-5=-2653/1835, 5-6==-2438/1789, 6-7=-3009/2153, 7-8=:-2438/1789, 8-9=-2653/1835, 9-10=-2765/1957, 10-11=-598/306 BOT CHORD 2-17=-1598/2436,16-17=-1790/2954, 16-26=-1790/2954, 26-27=-1790/2954, 15-27=-1790/2954, 1 `i-28=-1791 /2954, 28-29=-1791/2954,14-29=-1791/2954, 13-14=-1791/2954, 11-13=-1603/2436 WEBS 5-17=-326/628, 6-17=-790/515, 7-13=-790/515, 8-13=-326/628 39- 10- PLATES GRIP MT20 244/190 Weight: 212 lb FT = 10% 6raiat almahn Md Ix_.iI OC iNi SS"SEMEN 6xNi- I.tNSd[ liilCa'[lti R'.tN l N7Lir uEN I- i.Ad hop t 9 4 ed A Nil- .1raaJx ay rR: eu lh AA I.1 5 i tE tl iFm bey ud dx; Odd. @e IDD. a+'rpaterrdo ,ad tl itt U00 xe dd a. sP taf dn:n i txe dbe y Bela ar iW. epe ds a ,edt" t9sN d a r .,wash lux:a: ht des uia th sa el sa±x N ehe tW,ir eNni -I,. Itee pasentfiarslwOddpnu,109, Vn7 'Anthnni T; To[nb0 I? PE. Q1 r.J da i. n•hr { It wine t dlN, d'u.1. tke0ne o :a h a he toll aD ix:nhldh ip y :x.d f1 h E ! ,ue dV1 'ter ymi dN'DO aid A.Nit dha nsz. iaA Wrx ksA ,mote. itldu ackn.:r sei _ t i,i'n al; hN t xD ex s(sa^ma,, re eap elh lUD iM hrl r ndt-df s fh B.Itrr (cnten nSd¢hl a:nii Ertl ltlsGa Si 1'I MSd(Sn [IienN'n 9enna p dus.R laei.re5tnsa :in ns kes s"Hles!l4srpn;l ]r.r.spx.n mt lr iNardanrn: x.r ' 80083 e'krwru ddnN Ele aaeu aped a?dnn xrmatli dlir,:K +eaef iaelie;,,h y eer., Aut ixdrhal.e, tae.,ni sSra.a-tun rar x.dAat. ill np'd.:a xras ne s dehaN ix llEl: 4451 $t. Lucie Blvd. Fort o•e;ce, FL 34946. aptrigtitdri.7D16AIlaotliez5es AntbaayLlom6ollLP.E.&epiodudioxoflkisdorcment,inanpinim,izpro6i6itedwdihsNMe+'ritledpnmrzsisnhamA-lRootirnszzz,A4tBonri:Tam.oill;P.#: - obTruss I russ I ype A0008833 WRCEB2FM A03T Hip 1 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@al truss.corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries„Inc. Mon May 21 10:08:29 2018 Page 1 I D:zRSREVFepZFZ_OLY7U9j IztnLF-LL6UMOL 1 AYEV6yg6NTXR_ijOizwXH bedkdofuAzE K2 W 0-0-12 41-0-0 10 5-1-15 9-2-4 11-0-0 17-5-0 23-11-12 29-0-0 32-11-12 39-11-4 40 -0 0 5-1-3 4-0-5 1-9-12 6-5-0 6-0-12 5-0 4 3 11-12 6-11-8 0- -12 0-0-12 1-0-0 Dead Load Defl. = 3/8 in 5x6 = 2x4 11 3x4 = 4x6 = 2x4 II 5x8 = 25 24L3 3x4 = 1918 11 16 15 4x10 = 3x4 11 3x6 = 1.5x4 11 Sx12 11 4x12 2x4 11 6x8 = 5x8 = 0-012 5-1-15 9-2-4 11 -1 17-5-0 23-0 23,11-12 29-0-0 32-11-12 i 39-11-4 40(l-0, 0-d-12 5-1-3 4-0-5 0- - 2 7-7-0 5-11-0 0- - 2 5-0-4 3-11-12 6-11-8 0- -12 Plate Offsets (X,Y)-- [2:0-8-8,Edge], [6:0-3-0,0-2-4], [8:0-3-0,Edge], [10:0-5-12,0-2-8], [13:0-8-8,Edge], [16:0-3-0,0-1-12], [20:0-2-8,Edge], [22:0-2-4,0-3-4], LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.33 20-21 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.69 20-21 691 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.25 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.41 20-21 999 240 LUMBER - TOP CHORD 2x4 SP 240OF 2.0E 'Except' T2,T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* 132,135: 2x4 SP NO-3, B4: 2x4 SP No.2 136: 2x4 SP 240OF 2.0E WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 240OF 1.8E 2-0-1, Right 2x8 SP 240OF 1.8E 2-0-1 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD, Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 22-24, 18-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1674/0-3-8 (min.0-2-0) 13 = 1669/0-3-8 (min.0-1-8) Max Horz 2 = 89(LC 12) Max Uplift 2 = 467(LC 8) 13 = 469(LC 9) Max Grav 2 = 1674(LC 1) 13 = 1669(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2689/1813, 4-5=-3510/2340, 5-6=-3548/2452, 6-7=-3752/2577, 7-8=-3626/2513,8-9=-3626/2513, 9-10=.-3596/2495, 10-11=-2657/1872, 11-12=-2772/1875 BOT CHORD 2-25=-1484/2363,5-22=-284/281, 21-22=-1737/2981, 20-21=-2197/3752, 9-20=-353/361, 15-16=-1 532/2450, WEBS 22-25=-1382/2251, 6-22=-440/685, 6-21=-553/1034, 7-21=-397/387, 7-20=-257/78, 16-20=-1333/2303, 10-20=-934/1528, 10-16=-357/161, 4-25=-679/513, 4-22=-471 /960 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 467 lb uplift at joint 2 and 469 lb uplift at joint 13. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 239 Ib FT = 10% 0r en Gt:uq Ptusok yklrr.,ew lu'IIN! rl.slei. S"Mr, 90tTR45 L0 aMICNS 0SI —t(I Iw, itri174utt i—A"'WitaxAsatv,I"'s le o'h04 JK". to h Woef 1. lsvla F1 tell .W.,,<e 11!"0-4, stdd a tk IDD.. wiy w1r, aamrpTe sod rt, efbrfit T;DtoxrW& fsa;irssDel, Cigna, !x-Ita&paeeN h. d .ariDD eprtasaa;tp+a:edhtpra!"lomeq t .rpashilnp t•fit. kspahes:•8e1 sinorforh wairmmlP!4 74i.,rnstnpiu l a*t.amma.,stnoldMYAr:thnny.T. Tomba 11, P E. I tdasl Y kaakalfniita i ep nwlned^t7 s.t h M.Wro area he toll eDe px h'a;ml ldhtlt a dh I I.ditg.dtrcdlMt 'otRiea dht OD almh Mime dht '.re•f A6sa q s+rqt hlld eki.asal or •tsicJsartrd. « 80083 tkF 4+. DKgx [Mate ss ' ertel0t ea laps)iK alyf9 sln 4JNep( pen Sdeh laa en TtSr'.I& e M r9eal Stu ' relxdno D vne ail 7P1Rnx_SL epo'zl:w as a's#eri ns Desigaaln. let• Spcn nlfn., YrMvtuei airii a451 St Lucie Blvd. thr+ifet&irf l)t. A9rat Atva9—erlhq lydl tar laurel 4, lit,aus cq#m :iGl rx Falfaq Cr,.ne 1 slpr,!#.gitea e:ra+dtiq. ill gy2ixnsares fd,nd to tql_ Felt.Pierce, FL 34446 O Copyright 0 2916 A I loolIry sses kvihbdy" 1. lomho 111 .P1, Repiodoaioo of It's document, inDn•j form, is piahihited withoN the viinen permission ham A 1 Roof Irvsies; Anthony 1..lomho Ill, P.E: o cussTruss Type ty y A0008834 WRCEB2FM A04 Hip Truss 2 1 Job Reference (optional) 0-2 5-7-9 12-11 1-0-12 5-7-9 7-3-11 5x6 = r nn n S 1— ID:o9km Iw63sCj7meCgAkvtD6ygZq F-pYgtakMfxsi 19-11-4 26-11-4 33-6-5 7-0-0 7-0-0 6-7-1 1.5x4 II 5x6 = 6 1 Ir- Mull May 41 Iu.uo. Ju <u to 12gXwGAWNlrO8EnzHXDQc 39-10-8 40-11,4 Dead Load Defl. = 3/8 in O k1 so 14 <o IJ IL 4x12 If 3x4 = 4x6 = 3x8 — 4x6 = 3x4 = 4x12 II 9-8-0 19-11-4 30-2-8 39-1 9-8-0 10-3-4 10-3-4 8 9-8-0 Plate Offsets (X,Y)-- [2:0-8-8,EdgA, [5:0-3-0,0-2-41, [7:0-3-0,0-241, 10:0-8-8,Edge LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.42 12-14 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.80 12-14 598 240 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC2017lTPI2014 Matrix -MS Wind(LL) 0.36 12-14 999 240 Weight: 209 lb FT = 10% LUMBER - TOP CHORD 2x4 SP 240OF 2.0E 'Except` NOTES- T2x4 SP No.2 BOB CHORD 2xx 4 SP M 1) Unbalanced roof live loads have been WEBS 2x4 SP No.3 considered for this design. SLIDER 2) Wind: ASCE 7-10; Vult=150mph (3-second Left 2x8 SP 240OF 11.8E 2-3-0, gust) Vasd=116mph; TCDL=5.Opsf; Right 2x8 SP 240OF 1.8E 2-3-0 BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., BRACING- GCpi=0.18; MWFRS (envelope) and C-C TOP CHORD Exterior(2) zone; cantilever left and right exposed Structural wood sheathing directly applied. end vertical left exposed;C-C for members and BOT CHORD forces & MWFRS for reactions shown; Lumber Rigid ceiling directly applied or 5-4-10 oc bracing. DOL=1.60 plate grip DOL=1.60 MiTek recommends that Stabilizers and 3) Provide adequate drainage to prevent water ponding. required cross bracing be installed during truss 4) This truss has been designed for a 10.0 psf erection, in accordance with Stabilizer bottom chord live load nonconcurrent with any Installation guide. other live loads. 5) ` This truss has been designed for a live load REACTIONS. ( lb/size) of 20.Opsf on the bottom chord in all areas where 2 = 1659/0-2-12 (min. 0-1-15) ' a rectangle 3-6-0 tall by 2-0-0 wide will fit between 10 = 1659/0-2-12 (min. 0-1-15) the bottom chord and any other members, with MaxHorzBCDL = 10.Opsf. 2 = 104(LC 12) 6) Provide mechanical connection (by others) of MaxUplifttruss to bearing plate at joint(s) 2, 10. 2 =-449(LC 8) 7) Provide mechanical connection (by others) of 10 _-449(LC 9) truss to bearing plate capable of withstanding 449 MaxGravlb uplift at joint 2 and 449 lb uplift at joint 10. 2 = 1659(LC 1) 10 = 1659(LC 1) LOAD CASE(S) FORCES. ( lb) Standard Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-527/467, 3-4=-2814/2019, 4- 5=-2650/1859, 5-6==-2671/1995, 6- 7=-2671/1995, 7-8==-2646/1884, 8- 9=-2815/1996, 9-10=-471/410 BOT CHORD 2- 16=-1668/2485, 15-16=-1342/2281, 15- 25=-1342/2281, 14-25=-1342/2281, 14- 26=-1340/2277, 13-26=-1340/2277, 12- 13=-1340/2277,10-12=-1645/2488 WEBS 4- 16=-139/360, 5-16=-80/366, 5- 14=-278/656, 6-14=-460/451, 7- 14=-283/658, 7-12=-116/366, 8- 12=-148/348 6 9y ptt:t l6M Btl I - I IMF 16-S.Btfl 6rF6"I dIS 6l ki)ICA (f1 k' x1t kil& . klfA fora I At le yYl tl sanikt d YN It )P'A PItYy it ;ete ht Lehgl i ftt: If Id4. t4i 1}+n ,Itl h6is,ild.lrtIII IPA, cair WI 'htls ,ad Ifu IF i)Pt x dd F .ns Des( fP0- .tAE - M utlu IDD.tl !dt d .e dnt"A"Wd athyasllslef.I; III 1?se III ¢r( tl Ild It DO Ir Ick l,l,. If, rpa kstmpilrs,We.;, o.",'Icei ry Antf;on T. TDf71b0.TH P pAAru'ry tl1dh,I.t: k t 11 4 In< i dl l d'4 ]v hx O.rn s¢u`t t 9 liet l n¢D kgt N -,aef tdfa IR` n. .!-af lhl lsli ttk t¢ V.I Thssr,,,,n fh it lu:1 Ill's,dh fsf e:ltdlt 6aA 'j sR'PpF. kttlld meEn.;r, 31A Z? ep4p4 'lr tf' y "' E. Y IF4 F t l0ttuee to 4n*uu ...x t tte 1P(_ and l e ltxl f ta7 g. 1 I s I h B Id j (w ([ n Sden lrn nit u Blcl Nkl s&v i !'I M SH 'eler?n Shl g k, aldx it l etitt• Rkrespns t l nes a. k.ias t'3.1 ¢s! Irslpp; l s 3r. p E pxii taJ r s tdtl' a, I— 80083 YYYY ttt vntltFttt Fy,.t9 tU tiled ike4nxrhglldl111:,:E5 ttt1.(le 1le;, tY .ktnn?,tlLi tSFBN.d.I]DFI.B19:x! it,q?,syu?errar z+llh r6. Alltq A:-t Y'n3 tit asdeF elnBipl. - 44 St St. Lucie Blvd. Fort Meece, FL 34946 op)vegtffJ2616AIRnof )iuzscs Antbany' l.lombo lll. P.E. Repkn2umon of tkis doiumI , in coy fors, is prohihAed without tht wrilten pctmiszlon farm A -I Roof irussec Anthony,l.lomho ill, N. - - o ;, cuss russ ype ty y A0008835 WRCE82FM A05 Hip 2 1 Job Reference (optional) Al K001 trusses, r0n Merce, rc Jaaab, oes,gntvaaltruss.com 1 0-j2 7-8-5 14-11-4 1 12 7-8-5 7-2-15 I 5.00 12 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10.08:31 2018 Paagge 1 I D:o9kmlw63sCj7meCgAkvtD6ygZgF-HkEFn4N H i9UDLG_UVuZv37pKj ncGlegwBxH my2zEK2U 9-11-4 24-11-4 32-2-3 39-1%8 4Q-111-4 5-0-0 5-0-0 7-2-15 7-5-5 1-0- 2 5x6 = 5x6 = 3x4 5 a 7 Dead Load Defl. = 5/16 in 17 lb 15 Lb Ly 14 lJ 12 Sx12 II 1.5x4 11 4x6 = 3x8 = 3x8 = 4x6 1.5x4 11 5x12 11 7-8-5 14-11-4 24-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.37 14-.15 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.72 14-15 669 240 BCLL 0.0 * Rep Stress Incr YES WB 0.27 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix -MS Wind(LL) 0.33 15-17 999 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3: 2x4 SP No.2 WEBS T1: 2x4 SP 2400F 2.0E 4-15=-404/458, 5-15=-288/541, BOT CHORD 2x4 SP 2400F 2.0E *Except* 6-15=-328/174, 6-14=-328/174, B2: 2x4 SP M 30 7-14=-288/541, 8-14=-404/458 WEBS 2x4 SP No.3 SLIDER NOTES - Left 2x8 SP 2400F 1.8E 2-0-0, 1) Unbalanced roof live loads have been Right 2x8 SP 2400F 1.8E 2-0-0 considered for this design. BRACING- 2) Wind: ASCE 7-10; Vult=150mph (3-second TOP CHORD gust) Vasd=116mph; TCDL=5.Opsf; Structural wood sheathing directly applied. BCDL=5.Opsf; h=25ft;. Cat. II; Exp C; Encl., BOT CHORD GCpi=0.18; MWFRS (envelope) and C-C Rigid ceiling directly applied or 5-9-2 oc bracing. Exterior(2) zone; cantilever left and right exposed WEBS end vertical left exposed;C-C for members and, 1 Row at midpt forces & MWFRS for reactions shown; Lumber 4-15, 6-15, 6-14, 8-14 DOL=1.60 plate grip DOL=1.60 MiTek recommends that Stabilizers and 3) Provide adequate drainage to prevent water required cross bracing be installed during truss ponding. erection, in accordance with Stabilizer 4) This truss has been designed for a 10.0 psf Installation guide. bottom chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 5) * This truss has been designed for a live load 2 = 1659/0-2-12 (min. 0-1-8) of 20.Opsf on the bottom chord in all areas where 10 = 1659/0-2-12 (min. 0-1-8) a rectangle 3-6-0 tall by 2-0-0 wide.will fit between Max Horz the bottom chord and any other members, with 2 =-119(LC 13) BCDL = 10.Opsf. Max Uplift 6) Provide mechanical connection (by others) of 2 =-446(LC 12) truss to bearing plate at joint(s) 2, 10. 10 =-446(LC 13) 7) Provide mechanical connection (by others) of Max Grav truss to bearing plate capable of withstanding 446 2 = 1659(LC 1) lb uplift at joint 2 and 446 lb uplift at joint 10. 10 = 1659(LC 1) FORCES. (lb) LOAD CASE(S) Max. Comp./Max. Ten. - All forces 250 (lb) or less Standard except when shown. TOP CHORD 2-3=-270/0, 3-4=-2812/1971, 4-5=-2436/1767, 5-6=-2186/1733, 6-7=-2186/1733, 7-8=-2436/1767, 8-9=-2812/1971, 9-10=-270/0 BOT CHORD 2-17=-1616/2496,16-17=-1619/2496, 15-16=-1619/2496,15-26=-1325/2285, 26-27=-1325/2285,14-27=-1325/2285, 13-14=-1623/2496,12-13=-1623/2496, PLATES GRIP MT20 244/190 Weight: 217 Ib FT = 10% n # er^qflea;e tl aglJr,•nee 6xSl17C T.;SS:t'S9lER A6aKi,. fili156( aiilLal (J'.iOR rtl.i,..i1L7 .D,dERi Ixx..Ve<Ar Jeup laaaiars aadi iswtasl';} .P.,A av q,R jau lh RAtl fl Esa J> tE ed axa'.lea 'e s. Uolessei6a s Id.l Ax tle iDP,w!r Wiaet—w Fee ,adl Mandt kDO le n-dd. 4s earns Bes,fa Eigaemt, aan,flir EAdae I?sWnrq IDD ryr dtn navw;edne ryd ssnW,eq •q,e,fm!l lope he/spark s:ay"el sms'sd utYe DP tr Mai?:.I Ta E_ nn ,grin In 7caanq smoinry- Anthony T. Totnho,fll, P.E. d s dail 5, it en tpliKls tll ltsfanldld. d"a]xaa, IkAO*aeiiidn an cyan Ile ledd ADkra a x hddh It"m , I M h 1 !i,244 Es'1 `le aPte dh DD ad w:lnli sedh ss..I, l q sorry hlldu ek a>t +c e,jexti,k nd. «BOOB, R DJR th{ ee;D.s. w(w"Ns S! 1,S4 JYt..ODIIH lUP,Wn ad ff D4 asdne{Id':f( fried Sdd END! , 6(SI pith, bi. rmnd SNA art hl,xa'xp uai:kmt 7P Ita w 9zreslema fes J+!.s A'el at!(kiifAeri }e. fawpxir nJ En ,q.AadAnin. n.eie 4451 St. Laki Blvd. fa 'I'mm klimI RA.Irw ape9.Fort.Perce. FL-34946, Dpuigfii02016AItaefTimes AmhuayLigm6a111,P.E. RepiodamalDflh.i mmem,in0ayf0im,ispra6itiiiedwOhcmMewii eapesmssianl,aaAlRooltiasiei Anhonfl;TamhdIll,PA. o russ ype TIUS- S WRCEB2FM Hip 7fJJ.b A0008836 Al D-T.. C.. Refe, a!.,rational\ Ib y•.: •- -w••• .,,. o. u -v r< <u l . rantorvov - N I t MI I eK Industries, Inc. Mon May 21 10:06:32 2018 Pagge 1 ID:o9kmlw63sg7meCgAkvtD6ygZgF- Iwod?QNVSTc3ZQYh3cr18CLLVZBzwU5k3QbOJUVz Pa tI aT 8-9-10 16-11-4 22-11-4 31-0-14 39-10-8 4fJ-11,-4 1-0- 12 8-9-10 8-1-10 6-0-0 8-1-10 8-9-10 1-0-12 Sx8 = 5. 00 12 5 5x6 = a Dead Load Dell. = 3/8 in 16 "' 14 13 I` . 11 402 II 1.5x4 11 4x6 = 3x4 = 3x8 = 4x6 - 1.5x4 11 402 11 P 8- 9- 10 16-11-4 22-11-4 31-0-14 39-10-8 8-9- 10 8-1-10 6-0-0 8-1-10 8-9-10 Plate Offsets ( X Y)-- 2:0-8-8,Edge], [4:0-3-0 0-3-4] [5:0-5-12 0-2-81 f6:0-3-0,0-2 7:0-3-0 0-3-4], [9:0-8-8 Edge] LOADING (psf) SPACING- 2-0-0 CSh DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.27 14-16 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.63 14-16 >761 240 BCLL 0. 0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.20 9 n/a n/a BCDL 10. 0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.32 14-16 >999 240 Weight: 220 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3: 2x4 SP No.2 T1: 2x4 SP 240OF 2.0E BOT CHORD 2x4 SP M 30 *Except* B2: 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 240OF 1.8E 3-0-0, Right 2x8 SP 240OF 1.8E 3-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-7-11 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/ size) 2 = 1659/ 0-2-12 (min. 0-1-15) 9 = 1659/ 0-2-12 (min. 0-1-15) Max Horz 2 =-134( LC 17) Max Uplift 2 =-464( LC 12) 9 =-464( LC 13) Max Grav 2 = 1659( LC 1) 9 = 1659( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 286/152, 3-4=-2824/2007, 4-5=- 2282/1711,5-6=-2028/1689, 6-7=- 2282/1711,7-8=-2823/2007, 8-9=- 286/152 BOT CHORD 2-16=- 1633/2517,15-16=-1634/2516, 14-15=- 1634/2516,14-25=-1117/2027, 13-25=- 1117/2027, 12-13=-1638/2516, 11-12=- 1638/2516, 9-1 1=-1637/2517 11- WEBS 4- 16= 0/286,4-14=-606/595, 5-14=- 223/480, 6-13=-222/481, 7-13=- 605/595, 7-11=0/286 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5. Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0. 18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10. Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 9. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 464 lb uplift at joint 2 and 464 lb uplift at joint 9. LOAD CASE( S) Standard y 11 etla FFh Ik'.n]C @ sT Stttt["x&Xt ItpSa(sii Cl}(Jli x'p1l 3nC%.;dEd"tx i.AF 7rdsnF d dreei ds 4"le sIe..cs4 yi[ ns tti tdke Its .,4E Id r!F{ae-e Uil -th. it ddH Me IUD miy di anFFeadseebrnilDbxddF < rss(sFi a r. <u MnE xrx du IDD.epe eds xn >.e d rn Fd sst id x.r a Fas6lttp n;.Ise 1Fsl. ON sr•"el r.se,ul er He'DUuh M. i.l. i[e s'm as npius.lau <atlnu;; si tohtn - } - i ri dxsln= u t II a @ci F dlu d'x9*a tk0-,e scrsi u¢ n t1 l+ll-. D [re a'k:aah•ldfael4 n ',udtl I ! e anteatrr'I Itgy. e.dto'DoW.0 o s etk rss.n:led 1•ad ArthDny T. TomSo. I-, P.E. q i ssiFF:I tild i eh sal s, * eir.ar d:=.8Q083 tit koDesKeeee4e'me E ue F.? el&iDU iaF sae\xl 11i i9i lu 41NF(. Faed se xlrx'aei 6[SrF NsEear In M su ,rd-OV Desx a! n R le iu.l. res s nes ua iR V. In lku x:ln k. FkFVISe [dllEltiad•ede erd sseir >,ttm kd ,- _4 P _ p:itlxn.1 NisdaadeM x: exui; r n Fd.•.Ei s 1 ein.... ! , >4 ;<4nu 7e,Fx,xl ss , IF-er rudU . ulr rd v •xs.1islllSlfhIn] 4451 St. Lucie Blvd. to Af. 02TI 5AI Roof Tiusses Anthony 1. Tomb 111 Pf. Repsodudion of this J,Eiment,man foi;,n tohibiterl withmd the-++iilleo zrmissisahum'A-1 Ran[irnsses; dmhonyl Ti mhofll; P.t: _ rt Pierce, FC. 349i6, PF DyPP o Truss cuss Type A0008837 WRCE82FM A07 Hip 177 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08:33 2018 Page 1 ID:o9kmlw63sCj7meCgAkvtD6ygZgF-D7M?CmOXDnkwba7tcJbN9YugXaLvDT3DfFmt1 xzEK2S 1-0-12 6-7-3 12-10-14 18-11-4 0-11- 26-11-10 33-3-5 39-1%11 4 -1 -4 1- 0- 2 6-7-3 6-3-11 6-0-6 2-0-0 6-0-6 6-3-11 6-7-3 1-0- 2 5x6 = 5. 00 12 5x6 7 u Dead Load Defl. = 7/16 in zu to _„ ou 18 17 .. — .1 3x8 MT20H 3x4 = 4x12 11 4x12 3x4 = 3x4 = 3x4 = 3x8 MT20H 8- 11-11 18-11-4 20-111t 30-10-13 39-10-8 i 8- 11-11 9-11-8 2-0-0 9-11-9 8-11-12 Plate Offsets (X Y)-- 2:0-8-8,Edge], [5:0-3-0 Edge] [7:0-3-0,0-2-4], [8:0-3-0,0-2 4] [10:0-3-0 Edge] [13:0-8-8 Edge] LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.46 15-17 999 360 MT20 ' 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) 0.87 15-17 548 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.18 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.35 18-20 999 240 Weight: 225 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP 240OF 2.0E BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 240OF 1.8E 2-6-0, Right 2x8 SP 240OF 1.8E 2-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc. purlins. BOT CHORD Rigid ceiling directly applied or 5-4-12 oc bracing. WEBS 1 Row at midpt 6- 18,9-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 1659/0-2-12 (min.0-1-15) 13 = 1659/0-2-12 (min. 0-1-15) Max Horz 2 =- 148(LC 13) Max Uplift 2 =- 481(LC 12) 13 =- 481(LC 13) Max Grav 2 = 1659(LC 1) 13 = 1659(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3911411, 3-4=-2815/2043, 4- 5=-2673/1981,5-6=-2637/2001, 6- 7=-2094/1671, 7-8=-1863/1619, 8- 9=-2094/1671,9-10=-2637/2001, 10- 11=-267311981, 11-12=-2815/2043, 12- 13=-391 /411 BOT CHORD 2- 20=-1679/2491,20-29=-1445/2300, 19= 29=-1445/2306,19-30=-1445/2300, 18- 30=-1445/2300, 17-18=-984/1863, BOT CHORD 2- 20=-1679/2491, 20-29=-1445/2300, 19- 29=-1445/2300, 19-30=-1445/2300, 18- 30=-1445/2300, 17-18=-984/1863, 17- 31=-1446/2300,16-31=-1446/2300, 16- 32=-1446/2300, 15-32=-1446/2300, 13- 15=-1684/2491 WEBS 4- 20=-131/296, 6-20=-119/352, 6- 18=-676/659, 7-18=-4151587, 8- 17=-415/587, 9-17=-676/659, 9- 15=-119/352, 11-15=-131/296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL= 5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi= 0.18; MWFRS (envelope) and C-C Exterior( 2) zone; cantilever left and right exposed end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on.the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 13. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 481 lb uplift at joint 2 and 481 lb uplift at joint 13. LOAD CASE(S) Standard h m.1 ileue 4-114 r in, h! A I i C R.,S i7[01 Grfi:Rt. TERMS a (e.tIIL§t MKit ed7i 0cw' MIN I Y rid? 6 P 1 I +.1 ion M is - -3e V D-iI!TN:W th 19h I Itir P E Id 4.1-s 111 ft—r" -d isi, IDD us'7 WT6 .nrs. Ie; Ea ed .:ed lrr M*D Is. •elf 4sc r,sr DeS Ee fetarxtt Sae dt hr ;.< ii ade m.lDO Fe ats er,wes lilp( reef sa 'k"aiol frail ks'ref utk DUal rid FL R. tail as —go Idun nol D1- Anthony T. Tomba'I?, R.E. d uda Ifos, i, a,E 1fint,1 :;eN",k0'kr,i.. K ,;Oa 14 wltiq DtiiitT, . tl, r.1,1 al 6i l4 61 $' Ithlift. E cr. d Ir. i Th,lt a Ime TD11nd'erkid dito rsi. id!k p tires illu a4ek a aal n epas.5. h,f; 80083 h e>ie, Des waad[.arerai 2: «a IEe iDD at on iro 3D 40- of do R Id"I( r d sedy Irani IfT, odlsExa P i'I eM SKA vrjda.i,4m 3P Ide :Nsl spun sr3 he, fto, ier.m GS 451 St. Lucie 81Vq. t se lefiiHESr aM peA.4>i nnR lgdjer +sef lee7. ,aE ,1 t>uEa!dag w, Vie; u7 sS x.Rireri da IAat.ti cep i.-ttnrne E!GaHnItII - - ,Port Pelce;'FL. 34946. teptneh'h.o7016AJioelRuse Anthaay1. Tomb@III, P.E. Repro6netioeofthis doament,iannyEorm,tsppohlbiihdwtlhautthemittenpamEsvonhbmAlfleolTrenes AnthonyT.To.bDIILP.L Job ss ype tyA0008838WRCEB2FMomnnonTruss11 Job Referenro (optional) y::Va Run. o. i26 s Nov I< 26I r rnnu iS.IZu s Nov }Z zul r MI I ex lndustnes, Inc. Mon May 21 10:08:33 2018 Pagel ID:o9kmlw63sCj7meCgAkvtD6ygZgF-D7M?CmOXDnkwba7tr-JbN9YufXaK6DWNDfFmtl xzEK2S 1-0-12 6-7-3 12-10-14 19-11-4 26-11-10 33-3-5 39- 7 4 -1 -4 1- 2 6-7-3 6-3-11 7-0-6 7-0-6 6 3-11 6-7-3 1-0- 2 5.00 12 5x6 = 7 Dead Load Defl. = 7/16 in 3x4 T 3x4 4x6 6 8 4x6 1.5x4 \\ 5 9 1.5x4 4 W3 W3 10 5x8 5x8 3 2 11 1 G 13 1 161B2 18 17 27 28 16 29 15 30 14 4x12 11 3x4 = 5x6 WB= 3x8 — 5x6 WB= 3x4 = 4x12 11 8-11-13 19-11-4 30-10-12 39-10-8 8-11-13 10-11-8 10-11-7 8-11-12 Plate Offsets (X,Y)-- [2.0-8-8 Edge] [5.0-3-0,Edge], [9:0-3-0,Edgie],[12:0-8-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.96 Vert(LL) -0.47 16-18 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.91 16-18 525 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 ' Horz(CT) 0.18 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.36 16-18 999 240 Weight: 216 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 `Except` T1: 2x4 SP 2400F 2.0E WEBS BOT CHORD 2x4 SP M 30 7-16=-829/1173, 8-16=-700/704, WEBS 2x4 SP No.3 8-14=-101/351, 10-14=-128/280, OTHERS 2x4 SP No.3 6-16=-700/704, 6-18=-101/351, SLIDER 4-18=-128/280 Left 2x8 SP 2400F 1.8E 2-3-0, Right 2x8 SP 2400F 1.8E 2-3-0 NOTES- BRACING- 1) Unbalanced roof live loads have been TOP CHORD considered for this design. Structural wood sheathing directly applied. 2) Wind: ASCE 7-10; Vult=150mph (3-second BOT CHORD gust) Vasd=116mph; TCDL=5.Opsf; Rigid ceiling directly applied or 5-4-5 oc bracing. BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., WEBS GCpi=0.18; MWFRS (envelope) and C-C 1 Row at midpt Exterior(2) zone; cantilever left and right exposed 7-16, 8-16, 6-16 end vertical left exposed;C-C for members and MiTek recommends that Stabilizersand forces & MWFRS for reactions shown; Lumber required cross bracing be installed during truss DOL=1.60 plate grip DOL=1.60 erection, in accordance with Stabilizer 3) This truss has been designed for a 10.0 psf Installation guide. bottom chord live load nonconcurrent with any other live loads. REACTIONS. ( lb/size) 4) ` This. truss has been designed for a live load 2 = 1659/0-2-12 (min. 0-1-15) of 20.Opsf on the bottom chord in all areas where 12 = 1659/0-2-12 (min. 0-1-15) a rectangle 3-6-0 tall by 2-0-0 wide will fit between Max Horz the bottom chord and any other members, with 2 = 156(LC 12) BCDL = 10.Opsf. Max Uplift 5) Provide mechanical connection (by others) of 2 =- 488(LC 12) truss to bearing plate at joint(s) 2, 12. 12 =- 488(LC 13) 6) Provide mechanical connection (by others) of Max Grav truss to bearing plate capable of withstanding 488 2 = 1659(LC 1) lb uplift at joint 2 and 488 lb uplift at joint 12. 12 = 1659(LC 1) FORCES. ( lb) LOAD CASE(S) Max. Comp./Max. Ten. - All forces 250 (lb) or less Standard except when shown. TOPCHORD 2- 3=-415/430, 3-4=-2810/2044, 4- 5=-2666/1989, 5-6==-2601/2004, 6- 7=-2043/1635, 7-8==-2043/1635, 8- 9=-2601/2004, 9-10=-2666/1989, 10- 11=-2810/2043, 11-12=-415/430 BOT CHORD 2- 18=-1678/2481, 18-27=-1463/2303, 17- 27=-1463/2303, 17-28=-1463/2303, 16- 28=-1463/2303, 16-29=-1464/2303, 15- 29=-1464/2303, 15-30=-1464/2303, A gal Mr }M rl A177tn SS rrlEr OIk T w 4 cofllm tJl M-J i .dCB ;#1N 1 1At Pi cirrold tki } p} ,}Er .eu lh ldl ri1a rE Id J,„-r UIs kro Ida fkl@: 14InpdeOdlld.E9r lax /ac."nsD }Eye: dr Evr :a de StUU:e@r ds u x;edlh prd sseeie :e ¢ wllla s:.1Pf dews tls1,-'I s ¢lNI'll ',OU Ir 11WEN,'[et ne vnpiet,la aednu .Etm lP( i daEs: ei lie lel } wgef "In Ik0 e s * nc a I41 IlieeU }a d I@ 9 _ads Ie E N¢x rtt 14 :dMe U@ dwrfielrasedp s alepgk uoei olldrnneGt, t . Anthnn} T, Tcrr'uo IP.E. 9 to ,:pal. 80080 I IIWftg Usgne4a`— re:e W e1. Be TDII W,in,w E}7.I es rn GlW err rtSdmk: r Inrvr 1W q ridSRI elmryoM9 pi—TP leeu r>arlwsz resc e.kits s'4 EmEks }eu:i; e c•a eer ea5r i, kam4['®ya<s F7e nrdtHk! atlyfe}red+»euxttrt}lShcppisrFwre7 iz h „t } eer,74i:xdals} <.greerf sS .. adnara raeNdt} Allcn rtaosuacsdenaHraflH 4451 St. Lude Blvd. A _ - Fort Perre, L 34946 Ceptnghl illlbdlYaaE Tins;es dnihunyl.loio6a IP.E$eptosskdloa of 3h s dniumeAt mnnyforui itprohi6sled v(lihcol the:rlittenpelm+siianfrnrtik,lRaof iruses,AnlfionrT7A,m5oIII, P.t: ' JobtyFlyTrusscussType A0008839 WRCEI32FM B11E Common Truss 1 1 Job Reference o tional Al K001 S rUSSes; rOr[ "erCe, rL 3 &4o, oeslgn(da I truss.corn 1-0-12 5-5-4 1-0-12 5-5-4 16 15 LOADING (pso SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12614 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 10-10-8. lb) - Max Horz 16= 42(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. Gable requires continuous bottomchordbearing Run: 8.120 s Nov 12 2017 Print:. 8.120s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08:34 2018 Page 1 ID: o9kmlw63sCj7meCgAkvtD6ygZgF-hJwNQ6PA_4snCki3AO6chmQ1 n_rPy3eMtuVQZNzEK2R 10- 10-8 11-11-4 5- 5-4 1-0-12 4x4 = 5 14 13 12 11 10 10- 10-8 t0- 10-8 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TC 0.16 Vert(LL) 0.00 9 n/r 90 MT20 244/190 BC 0.04 Vert(CT) 0.01 9 n/r 80 WB 0.06 Horz(CT) 0.00 10 n/a n/a Matrix- R Weight: 52 lb FT = 10% 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16; 10, 14, 15, 12, 11. LOAD CASE(S) Standard GF{" hmi ' "'se{>jij {i'{ti eF flat inst[ ?. fl if $Y d NPT dt 'a iS7 Z I(Y a',P '11 t t `#sN if lMt SRt(1Q FeiFt Nia 13 Pt {APt 1(3i Wfl A6 F. A31 f # Na fF #S1C Y 1 G-+e 54 SR"E t£`k{1:'P 361e.. pr. F4Fa:r'craan.ssk lazattaiu t G.nlf,e.f.:t3 le t w:at,ae e.sp:.aw,zla e ar .a ua+t J. 3zx,taa,xcp. Fir ,ma..;1. , .37ef,s.:nn u# ai,a41 #k , r e 1 ey refzr ti.. rat gs:»ns" t mar+!.Anthony T. Tornbo'lIi,, RE: eecxu a2itl; sbi as. -0.^ spa .> adfti( lat yza4, sa:tt 49 a eain. ;sr;hxw is he<tkiCFlkt llb ifs iti a ra wlli 1 al1tE s! NI p qja al l taae ce;tela roai ,t:a wa&ha; s7aifoe m.cra a4safy 4d11 h { zsaiiF l so' _ $0083 4451 St l.>vie Blvd; rtaNR . PZ!,uf9 f a.f ax_eE-/et r, ey bra psfn, el tf ae [iii a,p ,a. i1 v;i lat amid alP.ai,v s I tifn.e[.xe alas t=idq .. z3a 61,rii c.IXr ns d;i et a.i;.. rf or_-icrce, FL 3494( npy' igal;'1)201EdlReal lmsel drt6n5r,iasmflt11#,V.€_ RePrcduatom#ih3sdasamsa#oaronslam spiahiEitsdx.aaiihaxi.itnapaim4snalicgpolRaaaitasses.-dal9nayi.la;n9n11#;P.I. Job russ russ ype ty y WRCEB2FM CJ1 Comer Jack 8 1 A0008840Refee,,,(optional) Job y Va rcuu. o. zu s Nuv i< <u it runt. 0.-1m s NOV dz Zu-i a MI 1 eK Inaustnes, Inc. Mon May 21 10:08:35 2018 Pagel ID: o9kmlw63sCj7meCgAkvtD6ygZgF-9 VTmdSQolO_egtHGkkdrEzzB30BSh Wq W6YF_5pzEK2Q 1-0-12 0-10-15 1-0-12 0-10-15 I1 5 4 1.5x4 11 0-10-15 0-115 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.00 5 999 240 Weight: 6 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.7 6) Provide mechanical connection (by others) of WEBS 2x4 SP No.3 truss to bearing plate capable of withstanding 100 BRACING- lb uplift at joint(s) 5, 3, 4. TOP CHORD Structural wood sheathing directly applied or 0-10-15 LOAD CASE(S) ocpudins, except end verticals. BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 5 = 161/0-2-12 (min. 0-1-8) 3 = - 24/Mechanical 4 = - 4/Mechanical Max Horz 5 = 48(LC 9) Max Uplift 5 = - 85(LC 8) 3 = - 24(LC 1) 4 = - 13(LC 9) Max Grav 5 = 161(LC 1) 3 = 16(LC 8) 4 = 11(LC 3) FORCES. ( Ib) Max. Comp./Max. Tern. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the ouom chord and any other members ridryllsrtlaxgN Ixd.li7t8s3iilFr"6MiiNkS6kJ?I ritJik.1TI c1LA.MEM1 Yrtrdregi gsaMiecla tL1e$el rg ir,,ar2lhir! ITh'•IE9ri G> JI te1Eri?PP:a; Mf<a np7t a9 dt I[tilP tex IIAe? sD yfd eL <tz IteE -'a ed Trip p ns arm s,erdt rirai ssl ad s:[iet lAnf a!leek Tutda P.[}a(.s a.8lelatl¢?Plr,al r eit I,.iGr ae,sempnrs:l indnx:; trn G. rtt ;,F;: ida ?vs ryao z dMe PO aJtkli s dh t rA !sA'-•gi. filet oneke.:e„aalE.tr etxti;Ire(. cnyT. To r! u e Ine pnJ+lave'h . ern ,r,:a w a n [ u- o- a ada-td ntR' reddE I ! a ¢ rsg *d } z 80083 tMttPe f Ga`rce r r tLe?ri('M to e d »la I f tt t Id ! (i g I Sel H i. a•Atl a 4tsl > EI st s. f'I M 54(A tl:ieu ttn 9 mro !rya lr 1 to a tr;rs s a n ee, xv 'ffi: T si fkstgezr; i s 9e, a _r n gad Gore S.anleCueira eYexselafeedy<amat ogaec a»pnxrnrylydl ta:es Hia.la.:.:m ,gxn .: 1N!,,t'dal.a,geai-xl ss a•r-+gn.eia mr Quid i!{lk.d;aFTnsnee}dA NnftIP -- - 4451 St., Lucie Blvd. ap}' righJ+S 1016dIloot Lusset Authanyi.ioinEalltPC kegiotadiaaaRbirEon:menl,inany toiui,isprohiMtedriiihcaathe rrntleopeamissianf:cat„-18auftrusses.-Aothanti.1em65Ill, P.i: Fort P'e;ce, FL 34946. r- oTruss I russ I ype ty y A0008841 WRCE82FM CJ1F Jack -Open Truss q 1 Job Reference (optional) H i twos I russes, ron t-ierce, t-L svaab, oeslgnraarcruss.com Kun: a.izu s Nov iz zui r ID:o9kmlw63sCj7meC 1-0-0 i LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 TCDL 10.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 129/0-8-0 (min. 0-1-8) 5 = -1/Mechanical 3 = 6/Mechanical Max Horz 2 = 38(LC 8) Max Uplift 2 = -83(LC 8) 5 = -1(LC 1) 3 = -5(LC 12) Max Grav 2 = 129(LC 1) 5 12(LC 8) 3 = 11(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Extenor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 2x4 = 0-11-11 0-11-11 DEFL. in loc) I/defl L/d Vert(LL) 0.00 6 999 240 Vert(CT) 0.00 6 999 180 Horz(CT) 0.00 5 n/a n/a 2018 Pagel 5pzEK2Q PLATES GRIP MT20 244/190 Weight: 5 lb FT = 10% laury Pklsetl rgtlrrt, lei 'A I IN' I[so,cvLLEI 6tNaA, TEw d(ailfcss(564 4ir ,.ae'E ,Mfg Im%df kupF—Aers aili don ulNOl;'! es 1l.ly,lt.; era Mx AAxl 1. 1,0, ,rE ld!—,14,:.,re K. Ullesseibe se vd!l n tie IDD,.ip gileY<Iwmr{re,edE•eefill tGi)ttux,tld. Ale rns Deiglfipun 4e, tttf bvu3 A. uduex lDO: pe mttr a¢nsrxdme pales!IlEd ex P-,ryP-,pugigt!l ut ksw-'xf iaXl sl%Tel latle'ttll IisAn iti l.&R.,.nnsmpnlE'l ielwnw, n,telAtlr'Ari[hohy T: Tomllo'tII,- P.E. rJ iildmi!1: 4lminlesE It he el) i161!Itwi 7veer Me Oxnr; Id21 N'yeSrll![ull eiA!gR',m?!-tWeldu I!'0.':'. Itl I dk ..HF u?R1 let kjvt tM! oo l a lel do iSt: ba Qn tma'.:•!ry! Tllp tN . 11Et T'1,,a.:n d' .80083 x[<,:OfSieMRE(N:eN'.Ai T.afYKeMf1tt(1A11R/IRIrte!Zi/`I.11111tird111{({ msdPnl=rnln aerrlrsra trynlsuar r i bam[exlua emt trin,el,a(:!l,.n! ASri>5.irsi(k!ywrl.!.)r..Jpnn9lu!.SsMn'liel:xiesi C4515t;L(icieBlvd. fYr..ist ldiek It z'eMw aglfd a»luenfiry l/all Ir is EiE1 rAP jR!i i ylm ii,eLl hP SA.i3l vEiltiell r,f tjnlrt-E{,INffGer:rd l[. AIIIA Ni•I TlM111F Cs ddnHntil l.'Ort Pierce; FL 34946. opjcijbi (D 201d A l foef Tiusses .Anthony l.lomho ill. P.L &epiodallon of this document, in ony fmm, Is prohibited wilhoet Ma wiitfen pelmissien horn A I bof Tresses_ Anthonyiaem6o III; P_t: t oTruss russ Type Qty y A0008842 WRCEB2FM cJ1P Comer Jack T2 1 Job Reference (optional) U, U- y,.t'__a ". U.—'n nun: n. i zu s Nov t z zul r F•nnc a.1Zu s NOV 1 Z ZU1 t Mi I ek Inouslnes, Inc. Mon May 21 10:08:36 2018 Pagge 1 ID:ta7uotTo57o0tNCWmTn2mQyhggX-eil8gnQQWi6VS1sSIR94mBWORoXGQz4fLC XdGzEK2P 1-0-0 0-11-11 1-0-0 0-11-11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 8/Mechanical 2 = 130/0-8-0 (min. 0-1-8) 4 = -1/Mechanical Max Horz 2 = 35(LC 8) Max Uplift 3 = -4(LC 12) 2 = -71(LC 8) 4 = -1(LC 1) Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 = 13(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) 1), Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. CSI. TC 0.09 BC 0.01 WB 0.00 Matrix -MP LOAD CASE(S) Standard 2x4 = 0-11-11 0-11-11 DEFL. in (loc) I/defl Vert(LL) 0.00 5 999 Vert(CT) 0.00 5 999 Horz(CT) 0.00 4 n/a Wind(LL) 0.00 5 999 L/d PLATES GRIP 360 MT20 244/190 180 n/a 240 Weight: 5 lb FT = 10% R ,FI 0, ntH tk dllJCn Si SiilEp GzpYE rlNi&(sa11ClSrlSIDit"n.1,.Y7.Y,.,;pER"Imx, Yadp drv(aro4as aNimlM ar tMs7ee;9e mJ g,rf:;.eu itx 8r'Iril ls,i r,tEiDltd.xr(b..; toeees. Ddess atlunsr ddN.r n¢iPA, aStWiranrFTIrttN0D1x.dt;. e, sD to hri eu INI p ud TDB tre nls a im;e Nlletal ui c ,{nslt lnf'.'Fe 4sF @s..Yef s 7hNuilrId Mnl•i. ;tec _m rnpiraslN <e nNs. s.itaNiq r ,, lk ds Ls;k 111 s -tie t bimf•u7 tlsP sE a Ee a it tnlF D t ;uhAdla R 110, ai* ail andM.1 Tk'R Ih dM DD b 'hell wine sc.9lanaud svyE: tlidmnears? asl n. r•+:avx.nd An'hony T I^iTluO t1?,i?;E. F[[ E De ao!.0 t.^msr n ,, rt&iDD.a1 e N .af fl s Itl I. .,(rate. n3den tr-ni t(tPl l stes it9 NiIU rslraidl. prrmd,ptdae tr l4,ra-2. rnteuF nes ese 7..ies di les: fksitrn;i ,lr. ts.epsn nrT yYaad.n;ei: xzis k 30083 e4e vin lrinN tia .ai al.ged wi. myFt out Perri" .rc,N Ls Tr. ,.r s,stnns ,aLi aeS fiat,.r,?n, i l srn,ex:.tnedr:-sa.d9et ;AM6.Na m14n'leFdnih 1. 4451 St. Lucie Blvd. Fort o erce, FL 34946. api iinhi0P016RtinafTiussrsAnthonyT.lom6®III, P.L Repiuduoiodof this doiument,irany form, is prohibited without the rripidpnmissiont um_A-Ii;eoi Trusses Anthony 1. III; Is 1. oTruss Truss Type ty y A0008843 WRCE82FM CJ3 - Comer Jack 8 1 Job Reference bona! Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Mayy 21 10:08:36 2018 Page 1 ID:o9kmlw63sCj7meCgAkvtD6ygZgF-ei18gnQQWi6VS1sSIR94mBWLS 1;8z4fLC_XdGzEK2P 1-0-12 2-10-15 1-0-12 2-10-15 3x3 11 2-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.00 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.01 4-5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MR Wind(LL) 0.01 4-5 999 240 Weight: 12 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 6) Provide mechanical connection (by others) ofBOTCHORD2x4SPNo.2 truss to bearing plate capable of withstanding 100WEBS2x4SPNo.3 lb uplift at joint(s) 5, 3. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-15 LOAD CASE(S) oc purlins, except end verticals. Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 197/0-2-12 (min. 0-1-8) 3 = 66/Mechanical 4 = 26/Mechanical Max Horz 5 = 77(LC 9) Max Uplift 5 = -69(LC 8) 3 = -60(LC 12) Max Grav 5 = 197(LC 1) 3 = 66(LC 1) 4 = 50(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except,when shown. TOP CHORD 2-5=-169/253 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the dnairy rknr nanXN [, er fx'd 19]C R.i3ri[!tE["i kX;t! tEXkSd( Xi11GXS US1uMI dtl,.cX„&J:,M1Xrit"Ynof 4vp rnandns atl ital oAesn Yasl!eu be fa It vnl ff.;eu Xx la'kafL lua:ba tf CdnmF l.. ets!: Udess ekn.isF ddd ntle ioP; n!f wiei nueart FTt ,W.._audfn de rlUhnrdA: lie rts DesildEurcen , <p hln t dn> A I a, ioo: pe•.Msn n¢P:edr ndesvead er{ •bF nspniNlnf a taad sk.m'tk i!e. Ins kgAelune *Clt h rdn rr-I. 1sa as aiaepha lad ,matins; mltlAr? Anthony T. Tlrnh3 111,:P.E. ai s dSii Fr Y rl Iunii In res?.!Uo d1b, i th n.ni silt .Feyur tie iuk Pesfn' uNzi d 6, It'n '.'.ulne brt! sti iat in I. `i, qin dne 101, rd in h,W edn i rei Rn b'ry.;zrrye si lld e!i-.n sad '-tre •e<fals ar d; « 30083 Ik wana oesisae nG•a'•n' J -s 1'w atie too nd In I'M ssl paW n I ntI46i1 (aafwfd Uh h'e! eu Rsr ddlim st TIad Skd erda.Z ytanal n 1ni i.4ifteln<. fcevpa l s 3rl :ag>:n rad I—Xhowne - 44515t. Lucia Blvd. FYF vIn IFlnFf ljc a4w aged auen vrnq if dl,jar Fsins rFf lae lrcs, 4,s.rynee,F,,'ILt uXa dal L,;.aarr.:a r .s Sssxa:gn!n esor ntlirtl. llcE.d.:f xas di ai ddmelnfPfl.. 'Fort P'e:ce;-FL 34946. eptfigh' ff 2016 A 1 fuof lioszes Anlhonv f. Jombo 111 p.E. hpmdumoa of this btument, in dny lorol, Is prohibad.wtlficut the riiflen permission hom h l hof ltusws, AnthonvT.. Iombo III, U. o russ uss ype ty y WRCEB2FM C,13F Comer Jack 4 1 A0008844 Job Reference o tional nun: 8.tzu s Nov 12 2017 Print: 8.120 s NOV 12 2017 Mi Fek Industnes, Inc. Mon May 21 10:08:37 2018 Pagel I D:ta7uotTo57o0tNC W mTn2mQyhggX-6u bW27R2 H?EM3 BRer9gJJO2ZxCs79QKpask4AizEK2O 1-0-0 2-11-11 1-0-0 2-11-11 m N 2x4 — 2-11-11 2-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.01 4-7 999 240 Weight: 11 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3 = 70/Mechanical 2 = 187/0-8-0 (min.0-1-8) 4 = 36/Mechanical Max Horz 2 = 75(LC 12) Max Uplift 3 = -48(LC 12) 2 = -71(LC 8) Max Grav 3 = 70(LC 1) 2 = 187(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDt_=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL==1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of qq tln gH tx .19)C Iv; Es n[[Ilk,GrNI tgNSdC kNiIC§UslR 11i NiC7 ,NFM Ir YNt ie g.r 9 zad e,An nxsl.e 7aah glr.; xe lu inl ail .,If Id k e+,-e -Ual srdzr Id(xtla iP@,rah vx,i adamsrlgsev x ad 1. 10M et bsi lluu rllDM lankrlAarldl 'iSrJar'r saIDhQawEn rKzg=;1. re 7e zIna flun.d , IiYq rD eda ea"/ cD@,u:netperzaris ea asac, e, rdtaetatiluI d dud: u x nxganai/• nlned : ar._ne Irres rs lk sn Et ta. p: telui nr?PP xir. radai i. eiusrl„edgl asxnep0lrens hMdaMscxdnx:; sd't'akP.1- AnthonyT. 7nm'ho 1I1., a.. dM S f »Id I fkdx1nPD Dtl dh nGaarwt 30083 Ire =rr:lerse rnax,a:rsdll s lcengeu.t SSIr fS ndrrlrl tr dr,.ra,:sa'h +u rellad k'er ad•W aged sweox tiq kf dilmns x va1 ta.I a., .e s ynna >7Gi lug dig s, gv,,ni ,s Sis>ra _ngnrnra, aad4ag lll cau'da•d a.ns na,s i!taeix rp 1. .. - - - 4451 SL Lude Blvd. e - - - Fort P.e•ce, FL 34946 appigM lFi-2016 A Itnef T upfrs Aothuny i. tom6e ltl: P.F. 2eproduitia of lkisdncumeni, in onyldiP, as piodi6ited wwiMeul thr rritlid_peamissioniwm A -I Rool hustes AnffidnrCipm6d III, P.(: oTruss I russ I ype MY7Job 77A0008845WRCEB2FMCJ3PComerJack2 Reference (optional) Al Kooi E russes, roil rlerce, rL s4a4o, eeslgnlooaitruss.com 1-04 1-0- 2x4 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08:37 2018 Page 1 I D:ta7uotTo57o0tN C WmTn2mQyhggX-6u bW27R2H?EM3BRer9gJJO2YPCrU9QKpask4AizEK2O 2-11-11 2-11-11 2-11-11 2-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 4-7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 11 lb FT = 10% LUMBER - TOP CHORD 2x4 SP N6.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 70/Mechanical 2 = 187/0-8-0 (min.0-1-8) 4 = 36/Mechanical Max Horz 2 = 67(LC 12) Max Uplift 3 = -42(LC 12) 2 =-103(LC 8) 4 = -30(LC 9) Max Grav 3 = 70(LC 1) 2 = 187(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been.designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. rxq flute ikrr H, mil+ 11JCfl S.S'SEILEI 6tKG(EINSdC@„I11GKs(UfP)tsg11,. KACA?d,MEKi Ikr.'iKAi 4vgrr yr!WwA Wn Nni-i'1etgIt IEC; sth d6rgl1& EE In t4eri a'xIse. Uls!<ne t:ib.dutieID@alp Wits mu;nrrr' tli,rul hrlhx i;U laxrtld: 4le1ess Desgf Eighrn <.raMtr 6erfv rtf,tdrtar iDD'flr.WtrtmnMa:edrnrairtsirfdeu i'yxtllilp('r n!lF4M ntientl scat lul@e`IK Ir radn i+.E.M peis rrr ntdi an =;smaiq:( Arithony T. TCrnbo III, • P.E. eJ das l:Kx rl liu is neitp blT4`u7 mof P.vt!dt!r tefU:a!r'ne 1016 O trr 'mb.l k n ltC m lt(al n k, k e;!dr tr M. 1. 11 qrnmxl N1htD9 Wirt Bell ottlu nine Wmq'.rqc mft!lidw of kr. ool bt 98008 Ihl a ,ot gaE artraw'z'; t u. rileim rl / agfl inrt.lafj( r WSdrh@f3;nfD t(a pkrskoatr'IerlsNl ,ein'rN'xgr a e>ac >-Eu rt t refnsf ne!a.a: scrt.ln!la!pfrl s.1.p'9 Ir!fIRIIIr.,YdH(r[:Yrr.w 5 4451 SL Lucia Blvd. r4tniseltfiiN ifa"faea tpeif a»suitUiq lydl jM is t..rtf Tee Eri.t z:yneet ,BGi.xdiWag.,,;g,u, 1,sSl,zs:gnenrora.UBag. LIIt;d,N rns nt s lehNnElII - ,Fort Pierce, FL 34946. Ceppighi02016Aibolbusses-A'mhanvl,iomholll,F1.Repsoduaionofihisdoamem,many'"tmai"O't'"Th@otihexiiffenpetmissionftmAdRBDfTOSWSAntha 1:16mboill,flL Job I russ I ype Qty y A0008846 WRCEB2FM CJS Comer Jack 8 1 Job Reference (optional) ra i Koot l russes, ron rierce, rL snaab, aeslgn(a)al truss.com Run: 8.120 s Nov 12.2017 Pnnt 8.120 s Nov 12 2017 MfTek Industries, Inc. Mon May 21 10:08:38 2018 Page 1 I D: o9km Iw63sg7meCgAkvtD6ygZgF-a4gu FTSg2J N DhLOrPsBYrcbeFbA7utayoWTei8zEK2N 1-0-12 4-10-15 1-0-12 4-10-15 5 4 302 II 4-10-15 4-10-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/def! L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.02 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.02 4-5 999 240 Weight: 18 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No-3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MfTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 270/0-2-12 (min. 0-1-8) 3 126/Mechanical 4 = 53/Mechanical Max Horz 3 = 107(LC 9) Max Uplift 5 =-129(LC 12) 3 = -50(LC 12) Max Grav 5 = 270(LC 1) 3 = 126(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Comp./Max. Tern. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-254/451 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Ot=lb) 5=129. LOAD CASE(S) Standard xxq'PlecrtlaerlGr r>er N'A 1 13V ;"SE!tEf 0-n TaitsI iotaosiUSl R{x1,I,..eaCd" NAEe.'tnr, 4- of hop-- PA4"A A., a lbsie;-1e M av sP,Ef,; xh rt, kr'Ixr 1. Isabp ,II Livmp.k..1 %'-roes Uainseiln.r.a skid Wk IN enij nat e r m pv a pal f h tt; 1001, di1. 1 e s U !e Err Sae dh E - ` n l e x tU0 ep e d m va:e a n I dpo u: t rc tespaslgidy'o Ile Ls ev a M s'n¢e l .i'1 .s ed u ril UD it +alx i':-I. is r , p li-pbus t tYUnp:; ssiloldry Anthony. Tarr,ba.,I1 a" cd se dais Ever 'x half v tie r bim d'u0 &e0 I 'm K m Me ldl/ A !x h-in 9dr. IR n .>,dtlI"+1'le elA UU 4 ihtl dh si ldo lasd m; s Ild 4 sA>I sr 3i y E' yw! - a nr P a nd c 80083Ik/e a0ts:me w(er^Me. .:n s rr'ehlanIli l pa! i,yf l K In piG)( r asdeh7 ra NI PlRsw sa lM cal stun •elx x 'nR nl. 1P 16[ w ir:r,pms . nos erfNe Yri lE±!§sipx.7 s.1e.udliil fE .s tla»In.i:s o Ise Wild Ise e9 a xl x nx IVal u::en wrd tap I— s.z.a fun ilcine; fd 451, St. Lucie Blvd. P Ear r ! 1.e„1ac.x apnee rara.dli . Uleay 7mue..ddeNnlnl. Fort o'erce, FL 34N6topjPiehtg/301dAIRool Trusses Anihanp l.lomho 111>PE. Replodudioo of this domment m any form, is prohibited without the writtenpnmlialgli hornA1 Raof Trusses= Anthod. I.Tolnho ill, P.I. o Truss Truss Type ty ly A0008847 WRCEB2FM F01G Hip Truss 1 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 122017 MiTek Industries, Inc Mon Ma yy 21 10:08:39 2018 Page 1 I D:o9kmlw63sCj7meCgAkvtD6ygZq F-2GjGTpTI pdV4JVb 1 zainOp8oV?Kmd D551 ADB EbzEK2M 1-0-0, 4-5-0 8-5-15 12-2-1 16-0-0 20-8-0 1-0-0 4-8-0 3-9-15 3-8-3 3-9-15 4-8-0 a Dead Load Defl. = 3/16 in Sx6 22 10 23 4x4 — 1.5x4 11 3x8 = 3x8 MT20HS= 3x4 = 1.5x4 11 4x4 — 4-8-0 8-5-15 3-9-15 12-2-1 4-8-0 Plate Offsets (X,Y)-- [3:0-1-4,0-2-8],[6:0-1-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in floc) I/defl L/d PLATES GRIP_ TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.18 9-11 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.36 9-11 690 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC20T7/TPI2014 Matrix -MS Wind(LL) 0.21 9-11 999 240 Weight: 92 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-6-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 1302/0-8-0 (min. 0-1-9) 2 = 1365/0-8-0 (min. 0-1-10) Max Horz 2 = 51(LC 27) Max Uplift 7 = 397(LC 9) 2 _-442(LC 4) Max Grav 7 = 1302(LC 1) 2 = 1365(LC '1) . FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TQP CHORD 2-3=-2907/925, 3-19=-3616/1212, 4-19=-3616/1212,4-20=-3616/1212, 5-20=-3616/1212, 5-21 =-3619/1214, 6-21=-3619/1214,6-7=-2917/927 BOT CHORD 2-12=-807/2638, 12-22=-802/2654, 11-22=-802/2654, 10-11=-1145/3619, 9-1 0=-1 145/3619, 9-23=-80/2665, 8-23=-804/2665, 7-8=-809/2649 WEBS 3-12=0/300, 3-11=-391/1133, 4-11=-359/243, 5-9=-364/243, 6-9=-384/1.129,6-8=0/301 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=397, 2=442. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 186 lb down and 212 lb up at 4-8-0, 67 lb down and 92 lb up at 6-8-12, 67 lb down and 92 lb up at 8-8-12, 67 lb down and 92 lb up at 10-4-0, 67 Ib down and 92 Ib up at 11-11-4, and 67 lb down and 92 lb up at 13-11-4, and 186 lb down and 212 lb up at 16-0-0 on top chord, and 107 lb down at 4-8-0, 44 lb down at 6-8-12, 44 lb down at 8-8-12; 44 lb down at 10-4-0, 44 lb down at 11-11-4, and 44 lb down at 13-11-4, and 107 lb down at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-7=-60, 13-16=-20 Concentrated Loads (lb) Vert:3=-139(B) 6=-139(B) 10=-40(B) 12=-94(B) aeraiq timetl .qdv r.nralx lt t Tt_uS"iEllEr";f Ki'JEtNSx(kiIICa NS1uM 'iJ,. C1CW; dEh"M :Y¢rdg&pg yrrs aolled Yaf s¢tf4sl.: sJ cio q;ILi.; uefhklhFrl l. kn IE 1rly..e :lam, t ,_Pxl.s, ettz s. sMNaHe1PP w!y pg xtalnTlFY't ,Mil .Y.¢d fir MII 1)Phx nldASC n3P IgI EAjC.fC ,1>Z'111fP Elpfi?,p Snl It n, lPP:tFR dit4lYd P?'3:tdNt grd:S511d to f tC r>g01511nv' Ik fR ttt 1'.{T 4 t71f n PI Ir.rAd l.. t. t 1 gRA$A(A I_ I[! CgO "Sr ld lq - Anthony T,Tomba TIT, F•.E.. A as¢ tlas T:,w•M nt Wfiq lsi p"Um4fa'1 nh0.", c'ePI Ite tell Psgn N hKdlal n..alA hdi .ili rRg `1e 1 dMt UU 'd'4he11 db si'Ian t.A ;^e og illd ¢Gr ql x ngaass. httl «8Qi383rgt M4 t Pe :Sri WCea`a' eax M, t14 I'm' !g i9 fit w0b,(.1 ¢d>dd 16; t Wf pth'w gT9 MRU ttl¢ `rig a „ln TF ga i.e fkr_ sgus a,, ne5 a., a'. ss't=1 Is Ekslpn 1 1. ks.p sp w.1 Trs, katdLtiie.«d1 %,451 St LUCID Blvd. t2e:v11eWad tg 9 itp¢ed nsnxldigiYelpmpi ea¢f t,I,-.e,psgltes.,1PT' 3A.d.T,q'.,tNis ysgz_gftare®' mlsq ill 'itskzqtaan¢ id¢fA.'TPll. - Yort Pierce, FL 34946, rr ( ep}uohl fD 2H 6 A I bat Timm tnibwa 1.I-ba111,.1`1 hprodu0ioo 011,isimment,inaoyb,m,isptohibitedwrthwthe-rihmF—issiu hum A l RaolTrasfes ArthonrT,limbo ill, F.t. Job russ russ ype ty p y WRCE82FM F02 Hip Truss 1 1 A0008848 1-0-0, 6-8-0 1-0-0 0 6-8-0 4x8 = S nnF—io 3 Job Reference (optional) wn: 8.120 s Nov 12 2017 Pnnt 8.120 s Nov 12 2017 MiTek Industnes, Inc. Mon May 21 10,08:40 2018 Page 1 I D: o9kmlw63sCj7meCgAkvtD6ygZg F-WTHfg9UwawdxwfADXH DOx 1 gtYPkMM kcFGgylm l zEK2 L 14-0-0 20-8-0 7-4-0 6-8-0 Dead Load Defl. = 1/8 in 4x6 = 4 1.5x4 11 3x4 = 3x4 =_ 3x4 = 3x4 = 6-8-0 1 6-8-0 Plate Offsets (X Y)--_ (3:0-5-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.09 6-11 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.18 6-11 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.13 6-11 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 4) This truss has been designed for a 10.0 psf WEBS 2x4 SP No.3 bottom chord live load nonconcurrent with any BRACING - other live loads. TOP CHORD 5) ` This truss has been designed for a live load Structural wood sheathing directly applied. of 20.Opsf on the bottom chord in all areas where BOT CHORD a rectangle 3-6-0 tall by 2-0-0 wide will fit between Rigid ceiling directly applied or 5-8-4 oc bracing. the bottom chord and any other members. MiTek recommends that Stabilizers and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100requiredcrossbracingbeinstalledduringtrusslbupliftatjoint(s) except Ot=lb) 5=208, 2=256. erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) LOAD CASE(S) Standard 5 = 825/0-8-0 (min. 0-1-8) 2 = 888/0-8-0 (min. 0-1-8) Max Horz 2 = 66(LC 16) Max Uplift 5 =-208(LC 8) 2 =-256(LC 8) Max Grav 5 = 825(LC 1) 2 = 888(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1568/1039, 3-4==-1417/1051, 4-5=-1574/1044 BOT CHORD 2-8=-833/1402, 7-8=-831/1411, 6-7=-831/1411, 5-6=-839/1408 WEBS 3-8=0/293, 4-6=0/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL.=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL==1.60 plate grip DOL=1.60 20-8-0 6-8-0 PLATES GRIP MT20 244/190 Weight: 83 lb FT = 10% 5 {'I a&o, {N 1 13JC lisS itfk 6tK kt t[NS [a111Ch a7R k'lYi a7Cn;mEN t YAr le-)¢{ srd -da a'n It e:n) qtt.; ert lhtri II a..fE kd l;.,¢ UI mz:- Idtr tliPP; ryaql<w »rpn. sa di tta'i)Ule da A sD Ea EcC iw ¢U t :'a ual YtUD.ep ens d dm.r cd ihf I d a:¢I et 7ms MIAy `s; laed sk atk saet ¢y ¢d ar tReiPU ale rMnk l.'kae qa z,senp¢e;:l ee ,.ndnx srUolJrg , ed dra t k: ur {tali Inei p dm¢'ti 7- tFaO s: K na Ihel'Itr eD ge M1c s¢hA din I; n?;?:ndn I k ndi r+'4 e q ,F do W Nur trcf8 ath rss. ripe cic+f., c e i. ¢dlo-i ¢rt m¢kraJc ,msl ,_7 a Anthonyn} T TO(rrbo 80083@ [ t Os ¢s: n(a^ma a .ttrt iDl ¢ar la pd !g.'11 fin E IO {i { dSd hire n trq PElsk¢Mial asd Stun .eteiK Ste Pe Adl iP I& e•t?resFan nstx.2a fine7 rs!Desrg¢er;h s } c a)la er :d it ,, #mda. .%¢ s a4a r se la(a¢aty .a>t ea ¢px9»»,n aarmn}h ell pr:Es ¢ak feet e.,.x a{veer ,rDi;hzE J fCa aawxl saaxr-ynaera+ar o.tldat Oka' F ens .,I a. Mimi ntPi 1. - -- 44 J. St.Ltl[I? Blvd. C optrinhl.0o - : 21r16 All Acid Timm Anihnnp 1. iom[to 111 P.E, kepioloama of this doamero, in nny fpia., is pto6lGited vrilhcut l6z writleo pnmMion *Port P e; ce, FL 34946 t:em A-1 Roof Tio Cs<Anthony 1, I mbo 111, F.[:. 6 L-- a i ob Fuss Truss Type ty P y A0008949 WRCEB2FM F03 Flip 1 1 Job Reference (optional) Al noel I Fusses, rent Ylerce, rL J4`J40, ne5rgn(pla wSS.(:Vnt 7-8-0 00 780 vI1 0 4x8 = 3 Run: 8.120 s Nov 12 2017 Pnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08:41 2018 Page 1 ID:o9kmlw63sCj7meCgAkvtD6ygZgF-_fr1 uVUZLEloYokP4?kFTED2wp275Ci000iIJTzEK2K 13-0-0 20-8-0 5-4-0 7-8-0 4x6 = 4 Dead Load Defl. = 3/16 in 1.5x4 11 3x4 = V 3x4 = 3= 3x4 x4 = 7 b-t) Plate Offsets (X,Y)-- [2:0-1-10 Edge] [3:0-5-0,0-2-0], [5:0-1-6,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.13 6-11 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.30 6-11 831 240 BCLL 0.0 Rep Stress Incr YES WB . 0.10 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix -MS Wind(LL) 0.20 6-11 999 240 Weight: 82 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 4) This truss has been designed for a 10.0 psfBOTCHORD2x4SPNo.2 bottom chord live load nonconcurrent with anyWEBS2x4SPNo.3 other live loads. BRACING- 5) ' This truss has been designed for alive load TOP CHORD of 20.Opsf on the bottom chord in all areas where Structural wood sheathing directly applied. Structural a rectangle 3-6-0 tall by 2-0-0 wide will fit betweenCHORD the bottom chord and any other members. Rigid ceiling directly applied or 5-3-1 oc bracing. 6) Provide mechanicalconnection (by others) of MiTek recommends that Stabilizers and truss to bearing plate capable of withstanding 100 required cross bracing be installed during truss lb uplift at joint(s) except (jt=lb) 5=215, 2=245. erection, in accordance with Stabilizer Installationguide: LOAD CASE(S) REACTIONS. ( lb/size) Standard 5 = 825/0-8-0 (min.0-1-8) 2 = 888/0-8-0 (min.0-1-8) Max Horz 2 . = 73(1._C 16) Max Uplift 5 =- 215(LC 13) 2 =- 245(LC 12) Max Grav 5 = 825(LC 1) 2 = 888(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-1488/992,3-4=-1314/1018, 4- 5=-1477/997 BOT CHORD 2- 8=-768/1302, 7-8=-767/1309, 6- 7=-767/1309, 5-6=-773/1307 WEBS 3- 8=0/268, 4-6=0/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 8a isl eiea;rN*ulN t. E, u E alur f9 s^stt}tr'c s.w !) javSae e.rnli cusiok tY.1 .x ea„r r•lit aJ at:,iaEgNat, tii>n.:, fa>i',: a+E=,i rc:, Eaa r tmFF;rf:i ,rE la.t,t ka„rer:, ud tlE .. sitiji rit roD,an y tlatex; wrxti:.ire >9d, e,efiir dz }3'J to erdd: Asi ins Brs lE fne©ree .x kltr Em.re, a >teln?NO pe rt ar mai, :edMx paisdix1 tr; t iiE .>lots!`Irtq i tick iF. tt re r ,07,1 .M 11110.1t MiIFN ? [ } - mpDtr la l anti ni11r'r Anthony T. TDiTIiiQ iI?, P.E. eA asedmil 4 If t i si Gld f'.uD @aP t- w x H 4. II iD }Er ":: rf 9d>i IR - 0 iii'lkAliph d R.I 9 4P'a fPo DD i i II dti 1rAat/mod g irge i Ild ue Gr;, r7 id i 's'hd; 4 $0083 th 1. tE}Dtt ar txCr•na z: Y tk i0f alt ITI 3pi1 t In t t f n dhli'. EI 6[tfr pl !ei 5t'1 of ALA ll,ss le.y,.i$i' Eal rn,,.4.ndrtie .e<= {q5l $t. Lucie Blvd. YYY F'kes.itt l ireE e.i9 is ipe9e nwrNy 17 I1rr rslwnf III fcN,:pytnt:ICl trd Wa},c,.gaei xlr.stn...lw Foy*14"1111na >t r•tisuccs drE sl to 1111. rs > - - , Fort Mcire, FL 34946, tapineflt:+ 21J16A liu®f Tlozsrs Amhua'y`i. iom6 III. P.f. Re mduaian of ik'isdorcmeM, in nnytnla, is ptoh bind aviMwtthe w}itlen pnm ssinn ls[AlBeof irastes; Anihan. T. Tambolll; P.F. o cuss cuss ype ty - y WRCEB2FM p FG1F FLAT TRUSS 1 qJ A0008850 Job Reference (optional) U.a ._... null. 6.izu s Nov IL Zu i t rnnu OAZU s rvov iZ ZUi r MI I eK Industnes, Inc. Mon May 21 10:08:41 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhggX-_fri uVUZLEloYokP4?kFTED4op4k53b000iIJTzEK2K 3-1-14 6-0-1 8-10-3 11-8-5 14-6-7 17-4-10 20-6-8 3-1-14 2-10-2 2-10-2 2-10-2 2-10-2 2-10-2 3-1-14 4x4 11 5x6 = 4x6 = 3-1-14 6-0-1 3-1 2-10-2 4x4 = 8-10-2 8- Dead Load Defl. = 1/2 in 12 10 4x4 = 4x6 = 5x6 = 5x6 = 3x4 II 11-8-5 11 8-6 14-6-7 17-4-10 20-6-8 2-10-2 0- -1 2-10-2 2-10-2 3-1-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) 0.32 14-15 755 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(CT) 0.72 14-15 336 240 BCLL 0.0 * Rep Stress Incr YES WB 0.69 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 328 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x6 SP No.2 *Except* B1: 2x6 SP 240OF 2.OE WEBS 2x4 SP No.2 *Except* W1: 2x6 SP No.2, W3: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18 = 3520/0-7-4 (min.0-1-8) 10 = 2,180/0-7-4 (min.0-1-8) Max Horz 18 = 39(LC 6) Max Uplift 18 . _ 427(LC 4) 10 = 244(LC 5) Max Grav 18 = 3520(LC 1) 10 = 2480(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less, except when shown. TOPCHORD 1-18=-3060/426, 1-19=-7809/384, 2-19=-7809/384, 2-3=-13301/853, 3- 20=-13301/853, 4-20=-13301/853, 4- 21=-15487/1156, 5-21=-15487/1156, 5-22=-15487/1156, 6- 22=-15487/1156, 6-23=-15487/1156, 7- 23=-15487/1156, 7-24=-12627/1007, 24- 25=-12627/1007, 8-25=-12627/1007, 8- 9=-6909/588, 9-10=-2183/231 BOT CHORD 17-18=49/ 855, 16- 17=-384/7809, 15-16=-853/13301, 14- 15=-1156/15487, 13-14=-1007/12627, 12- 13=-588/6909, 11 - 1 2=-588/6909, 10-11=-61/554 WEBS 1-17=-356/7302, 2- 17=-2542/137, 2-16=-497/5782, 4- 16=-1641/193, 4-15=-324/2325, 5- 15=-912/125, 6-14=-921/106, 7- 14==-157/3012, 7-13=-1891/159, 8- 1:1=-441/6020, NOTES- 1) 3-ply truss to be connected together with 1 Od 0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc, Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or ( B), unless otherwise indicated. 3) Wind: ASCE 7- 10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5. Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 18=427, 10=244. 8) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 418 lb down and 318 lb up at 0-2-12, 141 lb down and 105 lb up at 1-0-0, 137 lb down and 72 lb up at 3- 0-0, 210 lb down and 143 lb up at 5-0-0, 291 lb down and 189 lb up at 7-0-01 291 lb down and 189 lb up at 9-0-0, 291 lb down and 189 lb up at 11- 0-0, and 291 lb down and 189 lb up at 13-0-0, and 291 lb down and 189 lb up at 15-0-0 on top chord. The design/selection of such LOAD CASE(S) Standard 1) Dead + Roof Live ( balanced): Lumber Increase=1.00, Plate Increase= 1.00 Uniform Loads (plf) Vert: 1- 25=-185, 9- 25=-60, 10-18=-20 Concentrated Loads (lb) Vert: 1=- 418 2=-137 5=-291 19=-141 20=-210 21=-291 22=-291 23=- 291 24=-291 2) Dead + 0.75, Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads ( plf) Vert: 1- 25=-205, 9- 25=-50, 10-18=-20 Concentrated Loads (lb) Vert: 1=- 355 2=-119 5=-253 19=-119 20=-183 21=-253 22=-253 23=- 253 24=-253 14) Dead: Lumber Increase=0. 90, Plate Increase=0.90 Plt. metal= 0.90 Uniform Loads (plf) Vert: 1- 25=-185, 9- 25=-20, 10-18=-20 Concentrated Loads (lb) Vert: 1=- 168 2=-64 5=-141 19=-52 20=-101 21=-141 22=-141 23=- 141 24=-141 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1- 25=-134, 9- 25=-29, 10-18=-20 Horz: 1-18=31 Concentrated Loads (lb) Vert: 1= 170 2=49 5=126 19=73 20=97 21=126 22=126 23=126 24= 126 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1- 25=-134, 9- 25=-29, 10-18=-20 Horz: 1-18=-8 Concentrated Loads (lb) Vert: 1= 170 2=49 5=126 19=73 20=97 21=126 22=126 23=126 24= 126 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate I ncraasa=1 6n R- 11=-2n73/215. 9- 11=-553/667g co n leu c)n uevlcetsp Is ute responsibiRy or - I lniform Lo wis /nlfi 4 gll rMrvgN =•iea t etl PJr t7 SS iEuB 6.Kik [;tlASd[NiTICS tJ i7ki'h7i .fACA .,:kEY tn>-Yn'pTleki}rtla4ers aafnnl A.satu l-e_.le:e Bo- iy,it,; afh Aklnll l..m r;FE 11 o,l4R: ",e r A:I.s: Nt i.l rt E x,7etPP; wtr AY( c 7n Th' 1d W fl, b U9111ell A c.. n D T EerJ re:. < lu En—'; 11 n 7hO •lp e' l x ex.c It tZlT ai d u;x nr,wls hiel a..tetd a-mtk<;F-Efrse a-Nutle?a saia nin lr I.-Ge T+issrnpius.l7 ,;atpnns; s italrNyAnrh, }, - - 1 p. Cal If'W I. Y: `a { 114ffAtt' blAvda. tFl (I ! n A Idle fl b TM. `4<IP'i Bt to IB 9Ad 11 b rNf WFK '3 Ei MI II T Ad f:5Al9CET 7 'o E, flln N1f1: 3A71 'M i } { T:.mu.bT-,.. .E. cr+eq 3 f Tas; .:n if "Tomb Ih[ a onKn [srr p:Toua+ tm t i l rn srda tick nsnnl a #ibal rn rm ,r sHA ,lty l'ax y,r rP la,h ere:Fl sa n R„k.:asNt±l rss lRi }en;5 s .yu a-lrmaO ,Pa dlrweru" a451 St. Lucie Blvd. tk ire lifilH k,a 9w pee3 r>l- lare ll l iadin re! Getrt.C4 x,aTMen ltitr E f3st 1, ne l 1 s a 7ln.era mro Idnt 111 nab i dt unil.tlta lix {RI - Fort Pe'Ce; FL 3444b, fnpTr aht lr 7 l IbAlRaof Lossc AmhoeyT.lmmbolll p{ Repoaoman o}ih sdoiumem nenyfnra',ispEohibiled-withcoi Me Wnirenpzrm ssmat.i m A`,IReof imssez: An>hou Tlom6u - T runs ype ty yJob f A0008850 WRCEB2FM FG1F FLAT TRUSS 1 3 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34946, deslgn(alaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08:41 2018 Page 2 ID:ta7uotTo57oOtNCWmTn2mQyhggX-_fr1 uVUZLEloYokP4?kFTED4op4k53b000iIJTzEK2K LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=170 2=49 5=126 19=73 20=97 21=126 22=126 23=126 24=126 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-25=-134, 9-25=-29, 10-18=-20 Horz: 1-18=-5 Concentrated Loads (lb) Vert: 1=170 2=49 5=126 19=73 20=97 21=126 22=126 23=126 24=126 ttuq Iln;r &a qHr mm l e'SIi7t n,SS"SL!tEE"x &K-1„t;tNS nC u I11LK.[1'..Ti;ki p1.1 ,.,K1Cl,.o-„gfK;'tam inrfr4 {mmhim aM is9 nsxNaii s_:3e:.g. ar xiy s[E'.; are ifs AClxti tA.A!1 eE Id—, "A.'46"s_.. Ihless 0-4, and x@e TOP;wy Ni<xcnaar{ke Jd rrelftttht Pnx af1A!e xi Des pFnixn ;t <azxlia tmn;:J,m seal n.nr iDO iep ensa x:iNn:e aft patsisd rgRre gx,{axnlepl; ne lxwutN's stl s ,.'tN ntle'CP bxa T%-1.. iG a, nnxn{liaeS.Iln n.nelOMf; tnloliln Anthony T. Toinud>iI?,: ?:E. eJ dm -1w To, si,1 1 r i, to tax hia J"x1x 0, sax^m x ,rm kew D g+ ei 6i IC 7 1'x1t) N" Wiwiii omfPl T y3 E IIN DDnI -1h1i s ntl Womasss•ays: .040i. took h? i> t+z k.80083 e Osyx nro.: kTttM{xe aan dnul ix{ nnmratmv urtLn&ogldsuAn.•paxa q nee<r rt.m{van xar:KrET s!aa{an;is.l,yxnr xmnn+,xmi 4451St Lucie Blvd. YpJnxneklnnEssanaagnsavnnxnhqh2,l ie :as nwrd iaeE e,; tt s,quex., 9Ci!eSa iaq Ce ne,rtTa.s Sr ux n ieoro d4{ klkoe"i,drmt ns n ir+ In/111. Fof[e:Ce; FL 34946 opyiighl02DIdA4loot liussesAnthonyl.lombollhP.? RepiodooienofThis dpNment,inonyfore,,isprohibitedwithcutthe ciftenpermissiont;omA-I Roof irisies;Anthony l:TamboIII, P.I. _ o russ ussType ty P y A0008851 WRCE82FM FL01E Floor Supported Gable- 1 1 0--8 Job Reference (optional) Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10,08,42 2018 Page 1 I D:ta7uotTo57oOtN C W mTn2mQyhggX-SrPP5rV B6YtfAyJcei FUOSmQ3Dajgg4Yj8RrrwzE K2J 01-8 3x6 FP= 3x3 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 rn a. trn1I 0 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x6 FP- 3x3 r.r_r. era. er_r.r•r. LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL NO Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 19-3-4. lb) - Max Uplift All uplift 100 lb or less at joint(s) 18 Max Grav All reactions 250 lb or less at joint(s) 34, 33, 32, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19 FORCES. (lb) Max. Comp./Max. Te!n. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0-131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means, LOAD CASE(S) Standard 19-3-4 19-3-4 0-1-8 0-0-121 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 BC 0.01 Vert(CT) n/a n/a 999 WB 0.03 Horz(CT) 0.00 18 n/a n/a Matrix-S Weight: 86 lb FT = 10%F, 10%E df a7 p»ttl t Y N.Ektk •$ d17; GU t $..I 5.iit „tMi1 i 1,I,i ali,id, P7 a A(Cf..i(USSi a{r E'rz iH°a!ftifi`bI'ft[•t![f Wiffl riff [R 7NS'.[a>f rk jd [. H,:'Q.'+Jd iplPf. ,3 id li P. i ttPAif rptfl8fi f ...6t;.P. .>ktt$PB'bi. t'.'Qr talr zt x r.rht rfia nub [ st x e i .c ay. sr d n A fx a+t 7 fr .e put!v r tv i sr z"„p ro 7 da s,if df, ere t i ASK n . I d ; :Anthony T. umio IIz,: P.E:[ an'fdd It fAfA-,i ne its d+ndls hra.izrnsvl xap afian ffn 4l', d- i£ Ili 1 5 "W r . f,...' ss., to MMt fn t of+ a,a 9° g g #.., - q 4451 St Lude Blvd_ f FA:P min O,1'x,D A:«nf.. E l s e.a i t t a atii a ;uen¢dPxx Fc .fierce, -C 34•)46, y[3g.1,',.26.fiA 1Rcrl iwisez 6rtb ny..iasmbe lll,Pi.R'epi du9iae,i irisds,uaNnt.i,arols;m,.;,[oAi6d+A.vI.uj ifa vri.nen F>rm ss ar5serklluedhu>:et:-AathnayLlodr:n Job Truss Truss Type Qty y A0018852 OR ', 8 1 Job Reference (optional) WRCEB2FM FL02 Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 0-1-8 I 2-6-0 H 1.5x4 II 1.5x4 = 3x8 = 1.5x4 11 0 1 0 1 o. 3x6 = 3x8 = Plate Offsets (X,Y)-- 11:Edge,0-0-121, [4:0-1-8,Ed LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4SPNo.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins; except end verticals. BOT CHORD Rigid ceiling directly appliedi or 10-0-0 oc bracing. REACTIONS. ( lb/size) 11 = 1061/0-3-0 (min'.0-1-8) 17 = 1074/0-7-4 (min:0-1-8) Max Grav 11 = 1061(LC 1) 17 1074(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD . 2- 3=-3390/0, 3-4=-3390/0, 4- 5=-4262/0, 5-6=-4262/0, 6- 7=-4262/0, 7-8=-3465/0, 8- 9=-3465/0 BOT CHORD 16- 17=0/2008, 15-16=0/4262, 14- 15=0/4262, 13-14=0/4178, 12- 13=0/4178, 11-12=0/2094 WEBS 9- 1,1=-2284/0, 2-17=-2221/0, 9- 12=0/1 516, 2-16=0/1 527, 3- 16=-285/34,. 7-12=-789/0, 4- 16=-1171/0, 7-14=-259/534 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0A 31" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect backwards. Run: 8.120 sNov 12 2017 Print 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 100842 2018 Page i I D aa7uotTo57o0tN CW mTn2mQyhggX-SrPP5rVB6YffAyJcei FUOSm I ED MjgVCYjBRnwzEK2J 1- 9-4, ,I 2-0-0 ONO Dead Load Defl. = 3/16 in 1. 5x4 II 1.5x4 II 3x4 = 3x6 FP= 3x4 = 1.5x4 I I 3x8 = 3x6 = 0 M 20to0 v 1. 5x4 3x3. = 302 MT20HS FP-- 3z8 = i I19= 10-12 I19- 1u-1Z- 1: 0-3-8,Edge1 [12 0-2-8,Edgel, [18:0;1-8,0-0-121 CSL DEFL. in (toc) I/deft L/d TC 0.58 j Vert(LL) 0.4012-14 584 360 BC 6.90 Vert(CT) 0.5612-14 419 240 WB ' 0.73 Horz(CT) 0.08 11 n/a n/a Matrix- S i 3x8 PLATES GRIP MT20 2441190 MT20HS 187/143 Weiqht: 99 lb FT = 10%F, 10%E Wum- lnsf &mapkl,ne+tiedlV rMor5quirs wokL fgmsa Ch"ITI QS1i mmq .v cclD li I. Wfde,i9pF—I"sa dYe.4 qMs. Mslfst kw giqJ-eeethkd.e f.Iv 3a ,pf pdn,xe k..zaaa, hh'sAm ee nddi.i, IN, af, fAITF {iletn( pr aid,i f br h I D t, xrdif. As t is D?tpt f1e4x rpanitr [tOFFe'i. ,adNtt7 TDDrtp ¢dit N:E.f..:P I su irk,"pd npF tgfe,pvrrrdr' to, d p'aN UvjrT ,k;11,#ntA, t If A. T.-0. h, rat51ppbu tt6 !am.s;; wdtlrq• Anr}Fon}T: T^umt,4 ,t1,.F.E. d;ir tl&tgtii p blMr', Mt0 s-ci!a Ee a Ikgt'IlgD prc hr,in»d1e•tR :adtich t t..it efe'lner{ngdM DD in:hll dit-iagbsajrgro,e stlldeaetr'.a,I ph" rip( «Sr1Q83 Ib W. 4 aDetli eu Csa^n a o ,t4ID rd ix ix e - iq it s IOepldyl F[ en Sdehl nct first p ltkA:'i ltl ed l6U te!der dh p a qqr TP Ict r 4; Feria 1rt tFt x': sa'4e1 si [kstieeli s. )e.z,. fait ^a5 rrt;, 54rMtRie t* 4451 St. LUEIA Blvd. 7q wtu lifiie7t a av co t, era eptnn xr by A7d ld' ,n ad fae l_e.:t m.yuetf ...l7 ,q Sf ia].e.;p b,tl .s Sr ax spittere of a.ldagp dlltq r -dt as ue stafaei la ffl l_ Fort Pierce, FL 34946: fapprightt9"tDlbAlrmolT> tisses,inihaa i.TomDaIltP.(. RepioduaiuofIhisdoament,manpform,tsprohtbded tihauttheWtifenpermtssinnfromA-I RoofTrossesWhonTT,le nhoi11,Fl. Job Reference o ti Job Tcuss I ype QItyTry— A0008853 WRCEB2FM FL03G Flow Girder 1 1 onal 0-1-8 H -6-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08:43 2018 Page 1 I D:ta7uotTo57oOtN CW mTn2mQyhggX-w2ynJB Wptr?W n6uoC PnjYflQwcj6ZvShyoB PN MzEK21 I 1-10-; ,a-o Dead Load Defl. = 1/8 in 3x6 = 3x8 = 1.5x4 11 1.5x4 11 3x12 MT20HS FP— 4x8 = 4x6 = 3x6 = 19-10-12 19-10-12 Plate Offsets (X,Y)-- '(1:Edge,0-0-12], [2:0-3-12 Edge], [5:0-1-8,Edge], [10;0-2-0,Edge], [12:Edge,0-1-8], [13:0-2-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.38 15-16 >614 360 TCDL 1.0.0 Lumber DOL 1.00 BC 0.89 Vert(CT) -0.53 15-16 >446 240 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.08 12, n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except* T2: 2x4 SP M 30(flat) 5) Hanger(s) or other connection device(s) shall BOT CHORD 2x4 SP 240OF 2.OE(flat) *Except* be provided sufficient to support concentrated B2: 2x4 SP M 30(flat) load(s) 926 lb down at 19-1-0 on top chord. The WEBS 2x4 SP No.3(flat) design/selection of such connection device(s) is BRACING- the responsibility of others. TOP CHORD 6) In the LOAD CASE(S) section, loads applied to Structural wood sheathing directly applied or 6-0-0 the face of the truss are noted as front (F) or back oc pudins, except end verticals. B). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. LOAD CASE(S) REACTIONS. (Ib/size) Standard 19 = 1112/0-6-14 (min. 0-1-8) 1) Dead + Floor Live (balanced): Lumber 12 = 1900/0-3-8 (min. 0-1-8) Increase=1.00, Plate Increase=1.00 Max Grav Uniform Loads (plf) 19 = 1112(LC 1) Vert: 12-19=-10, 1-11=-100 12 = 1900(LC 1) Concentrated Loads (lb) - Vert:10=-858(B) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3546/0, 3-4=-3:546/0, 4-5=-3546/0, 5-6=-4519/0, 6-7=-4649/0, 7-8=-4649/0, 8-9=-2991 /0, 9-10=-2991 /0 BOTCHORD 18-19=0/2089, 17-18=0/4519, 16-17=0/4519, 15-16=0/4519, 14-15=014094, 13-14=0/4094, 12-13= 0/1245 WEBS 2- 19=- 2310/0, 2-18=0/1611, 3-18=- 266/23, 5-18=-1258/0, 10-12=- 2272/0, 10-13=0/1931, 9-13=- 262/0, 8-13=-'l219/0, 8-15= 0/614, 7-15=-330/3, 6-15=- 343/546, 6-16=-272/67 NOTES- 1) Unbalanced floor live loads have been considered for this design: 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d 0 v PLATES GRIP MT20 244/ 190 MT20HS 1871143 Weight: 101 lb FT = 10%F, 10%E 0.131" X 3"1 nails_ Stmnnhacks to hP attached to I Le q PI N_ tp r t ..n]C t9 SSrSP1Et"3, 6tX td [RNSn[ tiilLht llLk iTi fALd ?NfY I VBr de Pd nHrs Ytn1 d 1 3e .mh t[R n!I AA I I'l_,tE Rf AE ri...az AI thrr s¢sidH @ lUU tarp dt nfrmp; re .W x iWth DD1 % I't I c 3( t hp—;' sp U E a d % IN q l-w,ao ld 1.4 palls trd lrxs ncE ,flail lrtp.v 01h 's 6M salElEea.tc lee *CI Ir aain lt;. I. E p+a;3rnPnta. InS ,takmx.; tr la/APP' Ant1F) n T; Tnn;p ;11 P.E. y eiasf d' 1 i. ; br atali E iee blm i, t eUtk0 sE u xi i!e tUi iU r ar W1 df, jr, y nd if I eE i it Irl 4Wi'k aAe Uf1 al fill do ss-1teat k 1 3,m ttE sf lid rn mt <Et.rsad _ eK `vs:nr( y fq[ S U t rs Car ex z k .r fit*1lIP iM fa dcl 9g'di es Itl 41d_VC f n dnha--nm p4 ptl & lal asd S6U iixi Mt ,r lm iP fEE i=a tEasn hl .s.,, ai ius lkslpr';1 7 '.apa-er aO llf=i Mal ltn el At80083 I Y Ei Ist ld tES'.a t im w i ee9 ieik if xrm tell ir.:Esl SP! lzit i... 1451 St. Lucie Blvd. ` t' qiyreel ,1Ei u t .i t r. q%1; i i s t xi s(n.e s r>.Udtkt tll na'a -d r ns t E,sdd'aal n tl I. 3 o - fort Pierce, FL 34996. iP faptrinht;!OldAlfiaetiiesse. ant6andt.JomB[III. P.E. keptoouaP of ikfosiloament,in oeytom, Iz plod.baVad.wlthrnt fhe:+iipeapzimisstJn t>nui_n lRonf irn;ies, AnifionaT. {; Pd: I Al Roof Trusses, Fort Pierce, FL 34946, design@altmss.com 0-1-8 H1 260 1.5x4 II 1.5x4 = 3x6 = 1.5x4 11 0 1 2 3 t d o Truss russ ype tyPly A0008854 WRCE82FM FL04 Floor 1 1 Job Reference (optional) Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10'08:43 2018 Page 1 I D:ta7uotTo57oOtN CW mTn2mQyhggX-w2ynJ B Wptr? W n6uoCPn]Yfl OUciwZz2hyoBPN MzEK21 1-9-4 1-3-0 0r4 0 I Dead Load Defl. = 1/8 in 1.5x4 11 3x4 = 3x4 = 3x6 FP= 3x6 = 3x3 11 6x6 — 4 5 6 7 8 9 10 Io 0 v 3x6 = 3x8 = 3x8 MT20HS FP-- 1.5x4 I I 3x6 = 4x8 = 1.5x4 II 18-10-12 18-10-12 Plate Offsets (X,Y)-,, [1:Edge,0-0-12], [2:0-2-8,Edge], [4:0-1-8 Edge], [5:0-1-8,Edge] [10:0-14Edge], [13:0-1-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 40. 0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) 0.33 13-14 677 360 TCDL 10. 0 Lumber DOL 1.00 BC 0.91 Vert(CT) 0.46 13-14 493 240 BCLL 0. 0 RepStress'Incr YES WB 0.69 Horz(CT) 0.02 10 n/a n/a BCDL 5. 0 Code FBC2017ITP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/ size) 10 = 1029/ 0-3-8 (min.0-1-8) 18 = 1029/ 0-6-14 (min.0-1-8) Max Grav 10 = 1029( LC 1) 18 = 1029( LC =1) FORCES. (lb), Max. Comp./ Max. Ten. -,All forces 250 (lb) or less except when shown. TOP CHORD , 2-3=- 3208/0, 3-4=-3208/0, 4-5=- 3944/0, 5-6=-3657/0, 6-7=- 3657/0, 7-8=-3657/0, 8-9=- 1091/0, 9-10=-1093/0 BOT CHORD 17-18= 0/1914,16-17=0/3944, 15-16= 0/3944, 14-15=0/3944, 13-14= 0/3944,12-13=012637 WEBS 2- 18=- 2116/0, 2-17=0/1430, 3-17=- 286/12, 4-17=-1 033/0, 10-12= 0/1448, 8-12=-1710/0, 8-1: 3=0/1127, 7-13=-321A 5-13=- 702/136 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first 19 12 N0 Edge], [ 19: 0-1-8 0-0-12] . PLATES GRIP MT20244/190 MT20HS 1871143 Weight: 96 lb FT = 10%F, 10%E dinnnnal nr vertical weh shalrnnt excppet ri sonin_ Aa'_ivq vin; e lF ugtlrt, e tr llU I3!SS'S?ftEfi"i 6 ERLTim &( VICX:. 0Si VIRr, XACq.>S;pfX> tmx 9e d7d -qaq eaHe sanl rnd oa7.sms s7. ;Jr Baia !rq siE.; eu lh Letlefrl l„kn ,PE 9elwear Sk..> ,ae.., Ilals.ottx wr,r sldrf w. de l@@;vaFi i itaouxmrfa ,avL .. e.eifgr Bet Jt?ae reld. FS ans An gafacatex t altr bare,, e uo3 va vr?N@. q rt w¢"r sitargl lui rat tr ,goas hlXta lle less IF s:e I s 7d fl Of Ie dui -I. tael xngnaq I xinx stalr(rf AnthGnyT Tdrnho 1I1,,p:E.. A ase at^ ai?, rE lia it X5M& i [i tfa 0— S overa qar v the ruli Tkiqyilve0@avlml 11 do ""' i ®ed *!'.zrogt sf lld vane Erei sat grin ner: « gQgB IPtE a aOes; E zsC^tars xXt70Esdi qt .a4gsdl s Iq pldidt( q niSdef Ir; I:Vsr qN W" siindStu -d ek f nP:dmt.7q 14ixt•4t eslnxa tes[a":e.:siHi'rxitku en,l x.J.q•ugme!dlr;,Xeaelaneet n,eiS 84515t. Lucle Blvd. e'hnr!ze dude lae asweged aaxanmAraq lq all jdPts rurzf 1i Lai ,a.y rzer :7Gi aBut3af e,.ra±i;a 1 s5szz.z.aglam eat aedd!aq Ell e a,:d ran!e?i deTnei niPl 1, o ..... Flirt Puce, FL 34946, Cnppiefild 72i)IdAIRLmfTiosses AntfioopT_Tom6AIII: PA. Repiododi000fthisioament,inanyTomispiobibnedwAoidthewrittenpermissionflon`AIRoofGosses- When, 1,bri6oIII, F1. Jo russ ype ty WRCEB2FM JFL05G Floor Girder 2 - 1 A0008855 ii 5 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017rTP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5 = 942/Mechanical 4 = 942/Mechanical Max Grav 5 = 942(LC 1) 4 = 942(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=0/1199 WEBS 2-5=-1411/0, 2-4=-1411/0 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00. Uniform Loads (plf) Vert: 4-5=-10, 1-3 300(F=-200) Concentrated Loads (lb) Vert: 2=-929 1-5-12 IJob Reference (ootionan Zun: 6.120 s Nov 12 2017 Pnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08:43 2018 Page 1 I D:ta7uotTo57oOtNC WmTn2mQyhggX-w2ynJ B W ptr? Wn6uoC PnjYfl WAcq NZ2ZhyoB PN MzEK21 t II 4 3x4 = CSI. DEFL. in loc) I/deft L/d TC 0.44 Vert(LL) 0.00 5 a 360 BC 0.43 Vert(CT) 0.01 4-5 999 240 WB 0.34 Horz(CT) 0.01 4 n/a n/a Matrix-P PLATES GRIP MT20 244/190 Weight: 17 lb FT = 1O%F, 10%E rma P t a ne ;: kC) RU Sta a y +f t3 i9 %- 4 t IN b M.&U"t ,ti¢* rED . kT' r mei t Sre r s a s9 les eat sti pU a 'a-!^ er to sal F A v uet aai zr.- e ree 'bt-D, ast. d Y pM Nlie u K nk p p w g tt I U u eln._a qJ 4a. 4. .t M w B i ala S e i' I a gl iii ga n• u3 k .b at _I 6a$mp e§e' > dIA C'- 1 fF aaAi Sag i i'ad vp 'g qlt i,-.0 !a6 Ft riei8 aK'x ela ! p ¢. Sal€ (i asp ilf i aN Cit s Re3 s .ea aa3di a it --fli7tilGnY T. o^liU III, :.p,E: A i d gP+ p ! edl 't bit t +(ax a i7 P sae g"w E» o' SdaY fef s_r t a aa,Pi =4aj ceda s; ag ui+" am tiD 80083ewZh5gsrt,FHM aa ileairsea, t ia.taa.tfagss pm:r.r,a i a a a ,'. s,.la Ala u., a3 s s ai 4451 St Lr_ie Blvd, 3 9 Way g .; imE la ei i§! rii xs as k(aa EG , i. C6E, --L 3494Etprngkt.;L at(dAl%atl fitisses drihanp.(, ismb lll,€, Nepiedu9loan#t.lsd„um al in ni lcall .rao€<16i dxil,+uiiktxi lEto Falm ss m lien; A--1 u¢E hu,tes-.dutEcay7lA;Du toss cuss ype ty y A0008856 WRCEB2FM FLOfi FLOOR TRUSS 8 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.corn 0-1-8 H' 2-6-0 1.5x4 II 1.5x4 = 3x8 = 1.5x4 11 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08:44 2018 Page 1 I D:ta7uotTo57o0tN CW mTn2mQyhggX-PEW9 WXXRe97M PGT_m7ly5trdT04Tl PKq BSwyvozEK2H 1-3-0 I 2-0-12 „ 2-0-0 1-3-00i3r4 Dead Load Defl. = 1/8 in 3x3 = 3x4 = 1.5x4 11 3x6 FP= 1.5x4 11 3x6 = 3x6 11 6x6 — 3x6 = 3x12 MT20HS FP— 3x3 = 1.5x4 11 3x6 = 4x8 = 3x8 = 19-11-4 19-11-4 Plate Offsets (X,Y)-- 1:Edge,0-0-12] [2:0-3-12,Edge] [12:0-1-4 Edge] [15:0-1-8 Edge], H9:0-3-12,Edge], [21:0-1-8,0-0-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0:66 Vert(LL) 0.35 17 682 360 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) 0.48 17 494 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.02 12 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S LUMBER- TOP CHORD 2x4 SP No.2(flat) 'Except' 5) Gap between inside of top chord bearing and2x4SPM30(flat) first diagonal or vertical web shall not exceedBOTCHORD, 2x4 SP M 30(flat) 2x 0.500in. WEBS 2x4 SP No.3(flat) 6) CAUTION, Do not erect truss backwards. BRACING- , TOP CHORD Structural wood sheathing directly applied or 5-3-8 LOAD CASE(S) oc pudins, except end verticals. Standard BOT CHORD . Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 121 = 1086/0-2-12 (min. 0-1-8) 20 = 1086/0-6-14 (min.0-1-8) Max Grav 12; = 1086(LC 1) 20; = 1086(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3464/0, 3-4=-3464/0, 4-5=-4395/0, 5-6=-4395/0, 6-7=-3934/0 7-8=-3934/0, 8-9; 3934/0, 9-1 0=-1 162/0, 1011=-1060/0, 11-12=-1162/0 BOT CHORD 19-20=0/2036, 18-19=014230, 17-18=0/4230, 1,6-17=0/4395, 15-16=0/4395, 14-15=012820 WEBS 2-20=-2251/ 0, 2-19=0/1578, 3-19=-255/0, 4-19=-848/0, 4-17=-162/606, 5-17=-305/43, 12-14=0/1543, 9-14=-1833/0, 9-15=0/1232, 8-15=-290/38, 6-15=-874/3 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Provide mechanical connection ( by others) of truss to bearing plate at joint(s) 12. 4) Recommend 2x6 strongbacks, on edge, spaced 9 v PLATES GRIP MT20 244/ 190 MT20HS 187/143 Weight: 101 Ib FT = 10%F, 10%E at 10-0-0 nc and fastened to each tnlss with 3-10d xmaf'IleretF rtFdrt. ¢etti.. fuc iis3,,1vtfr,6zq-'_ehkAlidC.liILMtlS 9krt[l,.. AtCA.i,PoEM"'lua.Vtig743".iweu9ers nH rc.l a¢t,xMi -nsJ an wiy,rCu, axffe.eWx,Lt;a rf ldn.xal..>.e„Ud.z: NH; wise sldHutlrloP aaf) N&xtxramrts ,MA..a. elfeiltl]OUxn611Sa nsBlsleFeniuu slrnitpuu.,.'a>.alnx,.IDU lredsxu¢a:edilep¢insf¢xlirt .ear,r¢rshil y®tttlna:c•ttwSxples l'IHe._MlttD7ale 1 is-1, Guxatpne. IHx Gnx`xlHAff--ArrhonyT:Tcmba'11,'PIE'. sd asedai l rk kwis lter lw ibin+a'^.a7 r Ih Owxis x* x ro It twI! U gt hr;ut ndiz•It re dill t let i/ 3r t 'la yMi fM (f rl ai hcl! s dh s:al 9xt-id .lH! f lld urh- ad .*, ae.aW!nd. 89083 pyj 'kFtk Des x[sCM 3: ettelll(Mlxlrius !!+!I ftl Glaiiif!'7dSrfMl a; ctl ttV pal tHa 11 ud Stun.;rL d'u xs .iP llaix.W>respxsa news, k'sa"kin tksiq ui ie.y!aNaen ml ltsssAmdrtEie n.eii: 4525k. LUCID 614d.. 7 e'tex sxl uHt neAa eeda xnvrhn 1 c11=drK u,ef Isf _ yxu , t.:; ;e ies5r;..0 ! , _. Fort P_eeice, FL 34946. I'. ra`' P 97t [re>a, 7u7 utxd g'ee re mr¢r,ldn. 111 tet cl i>3m osmLs deraHea sill to ri h'h.' 14D16AfRggl Tiusses Anthod i. Tomba Ill-P.[. Re, mdoawa ofthisimment, in do b,ir,is lohihited m1ficnt the wiitleo erm ssiou fiamA1 Reof Tenses:'1em6o III, U. Pt 8 y. RY._ ; P Anthony7 o uss Truss Type ty y A0008857 WRCEB2FM FL07G GABLE 1 1 Job Reference (optional) Al Roof Trusses, Fort Fierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08:44 2018 Page 1 I D:ta7uotTo57oOtN C W mTn2mQyhggX-P E W9 WXXRe97M PGT_m7ly5treP07Q I U9g BSwyvozEK2 H 0-1-8 0-1-8 H 2-6-0 2-5-4 1-3-0 i 1-3-0 irI 1-2-8 11 1-2-8 0- -8 , r— Dead Load Defl. = 1/16 in 3x4 = 3x6 FP- 1 2 3, 4 P8 6 4— 3x3 11 3x6 = 5 7 8 9 10 11 12 13 14 rn 29 q 2 11T 3x4 = 3x4 = 10- 6-12 10- 6-12 Plate Offsets (X,Y)-- [1:Edge 0-0-121, [6:0-1-8,Edq LOADING ( psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6- 0-0 oc bracing: 22-23,21-22. REACTIONS. All bearings 9-5-12 except Qt=length) 26= 0-6-14. lb) - Max Grav All reactions 250 lb or less at joint( s) 15, 22, 2.1, 19, 18, 17,16 except 26=651(1-C 1), 23=1564(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-1562/0, 3-4=-1562/0, 4- 5=-1562/0, 5-6=-1562/0 BOT CHORD 25- 26=0/1115,24-25=0/1562, 23- 24=0/1156 WEBS 2- 26=-1233/0, 6-23=-1860/0, 2- 25=0/494, 6-24=0/553, 5-24=-318/0 NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable studs spaced at 1-4-0 oc. 3) Recommend 2x6 ;strong backs, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0, 131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Hanger(s) or other connection device(s)shall be provided sufficient to support concentrated load(s) 842 lb down at 9-04 on top chord. The design/ selection of such connection device(s) is the 3x3 = 3x8 = 3x3 3x6 FP- 3x3 = 19- 11-8 11- 11-8 13-3-5 14-7-8 15-11-8., 17-3-8 18-7-8 19-11-0 1- 4-0 1-3-80- -8 1- 8,Edge], [27:0-1-8,0-0-12] [29:0-1-8,0-0-12] CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC ' 0.60 Vert(LL) 0.12 25-26 999 360 MT20 244/190 BC 0.63 Vert(CT) 0.2125-26 583 240 WB 0.44 Horz(CT) 0.02 23 n/a n/a Matrix- S Weight: 98 lb FT = 10%F, 10%E LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase= 1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-26=-10, 1-14=-100 Concentrated Loads (lb) Vert: 6=-842(F) racnnncihilihi of nthPrc pa +; w tmeo}.t t the"a i 1f iUiSt¢. al:I o9tt i? 8 BIri JM E y_ FU i a ><fU Y 5T f 'us xee rai€ sd aat nta sbr p4 n PU e,M ^a tr ra i b i P Ri u sett attar w' 'bey is xm'ts.PD air i t rx p;il sksAd mkr taz tie i S,al n ap i t pen aia r tt ri 7t,a t a, pin- yt ,zaa .,3: ' {smr €, h'Fsgadsi?pi € !a teR¢i I sf Pi I, f i Bat„KrP".ia_s zmnwt e-7cr,:.rkt :.+ w il, slas er 3 g', ?z spe > c{ia¢[ lat i>u ssm d¢a r Se: ee,'+,a'e la¢si s ,K ne U:. n4 •n e=alb iea;.itG ! al€. U=iyprir la' ,1:P eet aro3!!dt vrse it>;s lis aseg,ne7'aa, siasaa ,z.>t n sea nmhi iBClia iae •¢:sadiwd^,#. Anthony T. Torn8008 D II ;: P. F: I q h i It epP y n a i q ti>: v{n P N av d k p rp aS i i t a1 fl d4 t x t g Ip ! a afie a 'MI .. d1Na iaeT .t. nn, .., pfegm d i s>4aads, p -a 4451 St LJcie Blvd, 7t:t n¢aedw stgtd«pn ra+n,e Flit,r i¢a 8¢3,ns;. (re pf yxx x,i_b t is a[ a « ssi # rx'< is «ibq t.tae h7 ii r ro isaro to &, B s - For! Pi,r,e, *L_34946. i (app'g,i 22116.t l RC l IPUSSCi k1hDitj. I. Icmbc iitPt. 6tpt h lim of this dmintol ifi oy folHl IFohibit'tl'A.l ttt Wl Ito PC, 'm:C. 1, 4'! A I 6'3dtrUr e" AWbeY1,10.1,011(p.t.- Job ,Truss cuss ype ty y A0008858 WRCE132FM FLO8 Floor 1 1 Job Reference (optional) At Roof,Trusses, Fort Pierce, FL 34946, design@altmss.com Run: 8.120 s Nov 12 2017 Pnnt 8.120 s Nov 12 2017 MiTek. Industries, Inc. Mon May 21 10:08:45 2018 Page 1 I D3a7uotTo57oOtN C WmTn2mQyhggX-tQ4YjsX3PTFD 1 Q2BJgpBe4OnjQRD 1 zC_P6g V SEzE K2G 0-1-8 H 2-6-0 1-8-0 i 2-1-8 1 1 0-8-0 1-3-0 P 4 Q Dead Load Defl. = 1/16 in 1.5x4 3x4 = 1.5x4 11 3x3 I I 5x6 = 1 2 3 4 3x3 = 5 6 13 12 1.5x4 = d' a•1 0. 10 9 8 7 3x4 = — I Plate Offsets (X.Y)-- (1:Edge,0-0-12) f6:0-1-2 Edge LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlihs, except end Verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6 = 475/0-3-8 (min.0-1-8) 11' = 475/0-6-14 (min. 0-1-8) Max Grav 6 = 475(LC 1) 11 = 475(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 24`--789/0, 3-4=-789/0, 4-5=-417/0, 5-6=-421 /0 BOT CHORD 10-11=0/736, 9-10=0/789, 8-9=0/789 WEBS 2-11=-813/0, 6-8=0/553, 5-8=0/265, 4-8 -724/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc'and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall.not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard CSI. TC 0.76 BC 0.73 WB 0.26 Matrix-S 8-10-0 DEFL. in .(loc) I/deft L/d Vert(LL) 0.1110-11 923 360 Vert(CT) 0.1810-11 584 240 Horz(CT) 0.03 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 47 lb FT = 10%F1 1D%E tddItd '1dWt• ipt it —A 1Arc, ,e±t a-.I iJC 17 ,>EI;i SltEt x Gi%dkaElA15 C.0.e11Cdtdl}uK A1l,..fi1CF:..SMEN""Ixa, Pt hr de pi tA_lers aA rred nds, taslslsaat `<q ir.; dA tHiskkicadl ieafw' N. to-smtG 7., .Mils, aNe. rse dd.lu 1, IN It rex: uam:pne MI ;e1 Nr Kt Gta x.dl 4se tf p[o,r i S. rmlti Ydb,. p td tn, IDB: {re Y oet'[M uA1let tis d ,potslHlnr: rted k nt 'ej I f :ttl 'nr O( 6 in 7+L. r npFita I an -s uomrY AIIT_iiPny T. Tatnua TIT, '''. E. A JStAas} 4 i' Ik+l tG iS rht p dmd. nEQ ! fow 141,1d16 5t1'k° £:9d'1 h o I E t ,,r t+l 1t 6tp<,. do oo d trd k f do rl tfJ 4t.'td''.' of SMld.. t( t" +tCdti3. Ar : K 80Q8; tt hssre xa GW: YCS. AH ,, etk}( MYrepxl a d qt to do t iGl[ {v dSAM hr incl 6tsl KEllsEi EY ri si StUttrdd dtna :dn iP lctt.tt:3er perst t tx"te::-stt,.17"f "";wri s.It.".;,t:.,A9T,,i Nmmdt ,!' n.t 4Si Port P'etee, FL 34946 St Lucie Blvd, t' kexlft EpflitdEta svar tptsd aptanxr hnl It dlt n uld iae Gcsx.:alueer•1Lt eSnk etg ptc;xie sS>aa-nt ir<rt arN14t1 kll zrb ,seas nt i dAatin}PlL - _ _ f w '. Ceptueht 301dAlYnatTiussekanthanpi. iom olllrP.E.Repto uAiounfikis3oamenr,in njtorm,isptohibiiedwrfhnniMr.+ntlenpesm tsmnfinm IReollras:r_Anrhnnri`Tom6ulII;BE o russ russ ype ty y WRCE82FM - FL09G Floor Truss 1 1 A0008859 Al Rnnf T..—,• P— [ i—,-- C 0-1-8 H 260 x41.511 1. 5x4 = 3x4 = 1 2 12 fl- 1 1. 5x4 11 3 Job Reference (ootionall Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08.45 2018 Page 1 ID: ta7uotTo57oOtNC WmTn2mQyhggX-tQ4YjsX3PTFD 1 Q2BJgpBe4OnyQSI1 w8_P6gVSEzEK2G 2- 5-4 1-3-12 _{ 0H,8 Dead Load Defl. = 1/16 in 1. 5x4 11 1. 5x4 11 4x4 = 1.5x4 = 4 k EO o. 9 8 3x4 = LOADING ( psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) *Except* W1: 2x4 SP No.2(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( Ib/size) 7 = 1294/0-3-8 (min. 0-1-8) 10 = 690/0-7-4 (mim 0-1-8) Max Grav 7 = 1294(LC 1) 10 = 690(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-1710/0, 3-4=-17'10/0, 4- 5=-1710/0 BOT CHORD 9- 10=0/1214, 8-9=0/1710, 7-8=0/1476 WEBS 2- 10=-1342/0, 2-9=0/813, 3-9=-424/0, 5- 7=-1927/0, 5-8=0/258 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0. 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other. means. 3) CAUTION, Do not erect truss backwards. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 922 lb down at 9-0-4 on top chord. The design/ selection of such connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). CSI. TC 0.74 BC0. 66 WB 0. 46 Matrix-S 0-9- 0 0-9- 0 3,0- 0-121, 113:0-1-8 0-0-121 DEFL. in loc) I/defl L/d Vert(LL) 0.19 7-8 666 360 Vert(CT) 0.25 7-8 493 240 Horz(CT) 0.02 7 n/a n/a Standard 1) Dead + Floor Live (balanced): Lumber Increase=1. 00, Plate Increase=1.00 Uniform Loads ( plf) Vert: 7- 10=-10, 1-6=-100 Concentrated Loads ( lb) Vert: 5=- 842(B) 3x6 = PLATES GRIP MT20 244/ 190 Weight: 53 lb FT = 10%F, 10%E 5 PI eNn .qkl r t 3;I IJ W S S S[tfi &N R [ kN5 SC Ai11LY {1 i7M eAY I z1LG ,NEN"t ittd7 de41ti n9 swd sxi u Po 1 1 mh 1 fl ,rt'7e tlY ()yegp' tE e l mtU U elka" es d [ t! T6P:vir 1 » p.[N 91 IGr ttz1l01 ell + - ID s1 E e <at rIt E 7 1D0 pie nis w tia;e [d 11ey t d [.. r ei1Ntl, n,.Ue ifse . iFt se'tf s[y7el er.:Ht ?GD,aIr rdn i i.. ([e e., tiff -,Ice „wuner.; wtWrr Ar;t}l n, T. T , - t p. ed das( e 1 If 1,NeF r Wl,h N x ft 0 owi eE ae Net If eO yrt eleid I4 ro . adt N E de ie 13 _I !Ne DU ei ur t'rcld r'te 1 Ws rF ) ..irr,o._ t.,...E. q . si Net ee k ad ++ laa :h d: t Dt,r z 80083 rfCexti erieda7[NiNI r.g fd+,W fu 61t I[-i nSAen tr n ud prtf skc ri'f dill d'.n tr ae !x, iPIto.;'E•res(etz .t n. Svs'ftl. Ikuper,l 9,p up-tivrdadle vSa'Mteak uas - e'levufleetEyz.xa cpedsaennerimyllellrM,es rH 1atlo.,:e genr.,yCt:.h6rdat.,,;ee nl .SSrn R tiwiaaro.dAat ill[epletr rnfnteidef,re1N(tll. - 44515t. Lode Blvd. zt ort P erce, FL34946. tNptright t:281gdlknef tluzsrs AntSoayt.ToinhnIII, PE. Regiodonwa o(this oiiment in ony foirt, ispwGihiiei viitheut the xrittenpitmnsian hcm„"sl Rao(imsces-Acthunp T. Ti rn6o lli, N. o Truss I Fuss I ype Qty y A0008860 WRCEB2FM FL10 ROOF TRUSS 10 1 Job Reference (optional) ql moor I cusses, con nerce, r Saaao, oeslgnLa iwss.wm 0-1-8 I H 2-fi-0 1.5x4 11 1.5x4 = 3x4 = 1 2 Run: 8.120 s Nov 12 2017'Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08:45 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhggX-tQ4YjsX3PTFD1 02BJgpBe4Os2QQB1 xH_P6gVSEzEK2G I 2-4-8 1-3-0 1.5x4 11 1.5x4 11 3x4 = 3 - 4 5 3x6 = 6 IV I IV p' 4' 9 8 3x3 = 3x3 d' lu 3x4 = Plate Offsets (X,Y)-- [1:Edge 0-0-12] [7:0-3-8,Edge LOADING (psf) SPACING- 2-0-0 i TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES F BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No-3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. REACTIONS. (lb/size) 10l = 571/0-6-14 (min.0-1-8) 7 = 571/0-6-14 (min. 0-1-8) Max Uplift 10 _-286(LC 8) - 7 =-286(LC 8) I Max Grav 10 571(LC 1) 7 = 571(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. , TOP CHORD 2-3=-1188/1581,3-4=-1188/1581, 4-5=-1188/1581 BO,T. CHORD 9-1 0=-1 146/944, 8-9=-1581/1188, 7-8'7-1.185/977 WEBS 2-10=-1044/1267, 2-9=-592/332, 5-7=-1071/1299, 5-8=-539/287, NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=6.Opsf; BCDL=3.Opsf; h=15ft; Cat. ]I; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; porch left and right exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 4)-*, This truss has been designed for a live load of 1:0-1-8 0-0-12J CSI. TC 0.42 BC 0.79 WB 0.39 Matrix-S DEFL. in loc) I/deft L/d Vert(LL) 0.19 7-8 669 240 Vert(CT) 0.09 7-8 999 240 Horz(CT) 0.02 7 n/a n/a 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286 Ib,uplift at joint 10 and 286 lb uplift at joint 7. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 3x8 = 1 I 0 v PLATES GRIP MT20 2441190 Weiaht: 55 lb FT = 10%F. 10%E 20.0nsf on the hnttnm nhnrri in all araas whara a ri q Fl astR }i r i )1)r i jSLC K1figt 18 dCa lBCC} a d l i1Ck &xR t Y 3tt s A'nd Ase Pa i`a!E e}l F 0yaereN AaR Ihl tE Ed y.> R dN Re1CR,a i x untll: tv adl f t . px i)R I 114 s D M E ghee cpr. nC ar{ 'E >3 I NR p a xa;r d t4 t d s d [ a[ I:,aeKR lrtp laz lts a: a t! s:t; 1 s a'IE# d CR M1 rda i. I' 'lx aril. c t do s talnrf- Anthony T. T_cmbo I., te ase alas Tr rF I l--I 1 bin flit) lk Dewsofi m +aa roe lull l #n lx ;usHdn IR w n' it k E # . 4 .M1 'RF rq^sn IMe Tollutirihll da itR aAxd >R v id tae Erg nA etxsa'h If. 4t 30083 th F.t OK i+ to Gwr ear a eRtTCt asl ixi xl#}+#In stln F#iejC h Ixlsl la',d ucpa 11 skm.# fi'I ai E(A eeiel~t ntSt+x ai .z lv TP ICEVti'k3 r¢,FER>a nts ea. Sl.:stiet lss Cksi ierl s. )e.a aen n#Is zaaxtaneits aeis GQ5i St. Luria Blvd. 11vvISE Mad ii, a9W 1pdoel r. wri F ll d, ibtK lbd Is, K.a T?Naad, Enkankfil.Es+ale', 1 t, Sl"R lllmri Cai asl#1:lk t'p>. 1,'#t PS arF n io.'sf I, Th 1. - YOct Pierce, FL J'4946, O Copnehuff),20I6AItoot Tiosse< Anthon4LTombIII,:P.I. Rgtododmaofthis itonment,many forc,isptohibit,cl ohoulthtaliltenpelmissionboon nAIRcvfTrusses:AnthortIel,hasnIII, Py ty ly 1 1 A0008861 i Job Reference o tional Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08:46 2018 Page 1 ID:ta7uotTo57oOtNCWmTn2mQyhggX-LdewxCYh9mN4eadNtYKQAlw6?gxfmU37emP3 hzEK2F oN8 usscussypeCEB2FM o FL11E GABLE Al Rnnf Tn,cccc FnM Piumn GI 'iA OAC ,,,...,... ........,. oH8 2 3 4 53x3 — 6 7 8 9 0 17 16 15 14 13 12 11 10 i 3x3 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0 10-9-0 1 4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-5-0 Plate Offsets (X,Y)_- [1:Edge,0-0-12] [19:0-1-8 0-0-12j t21:0-1-8 0-0-121 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIPTCLL40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 2441190TCDL10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 10 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 50 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 10-9-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 18, 10, 17, 16, 15, 14, 13, 12,11 i FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less l except when shown. i NOTES- 1) All plates are 1.5x,1 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or j securely braced against lateral movement (i.e. I diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard mm.z3 aaacgx'r r t -8€Jr tU SK e ,t av i# EY6i Mt L p tU i Rf YEOni''trx e x err °5 e a! 7t c A sG jek e OP, t e ro r I7.F ! el lei q5 se rse ceT"t J:lh - NkruBlal. tellie ee-e'e It nae 3s Ls s ! ie P aPa A 17 e.er .glen.e.^« i un,4ve Peas,r,rtlbsiad le:`:I de `*i' I ar P{ i'a:! g ,esP^ws:.airre hw '^asnr att ,'s baa t'aEe Ph' YafiRe Pti h ws ii !ag i 4 _a m Ieh sx:kr s:h lEt n IC ek a nal Nld ale m! ell tj sag mla't ece aFt fiele as=roli s m e. a»di sh7e; a:,a xnu xl.:u Anthony T. TO('.1LD II.,_P. E: 3 3 1 ail i P a t sesi7_r d ^ 80083 neiIdM' Po er31-k fg- rmzG rq =ae r4 hn tet s L e 9 fi aedl i ! f` i5 t e Iia tat ;9 n41 . Sia;,ai i ,.e, :k s.x, p.cgaaeas n4 ,+iaade, ur ,men cite, >n lAu.i Net e.l n..ea.p:a q§=r yrhi i el et ee a,ev 6eaZEz . s z1 fFr I yPs m.e: Ssh .ag xo.;i{ , iWe1 . iepnei,,l i. s. cueas Qe-tuaa,x> - 4451 St L.uie Blvd. Ner, F, L. 34946 epy-eg,ay>•;_20 fiAiRUUI€lutse; Art€tenxL.€smhe313,V?_ N'epi;Au;lrnncitaisdc;umlal inOn11p.31, s I hibittchild,-un£eamenFemt mfwmpals?eeEL•esea=hlb6e y1,iozh117,I'L WRCE82FM FL12 oTruss Truss Type ty y A0008862 OR 5 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@attmss.com 018 2-6-0 HIS 3x6 = 9 7 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08:46 2018 Page 1 I D:ta7uotTo57oOtNC WmTn2mQyhggX-LdewxCYh9mN4ead NtYKQAIwzEdCm M57em P3_hzEK2F 1-6-0 ,I 2-1-0 „ 1-6-0 0-A-8I11f Dead Load Defl. = 1/8 in 3x4 = 4 S 3x6 FP=3x4 = 6 7 8 9 3x6 = 10 3x4 = 3x6 = 3x8 MT20HS FP-- 3x3 = 3x3 = 3x6 = 3x6 = Plate Offsets (X Y)-- [1:Edge,0-0-121, [13:0-1-12,E LO'ADING(psf) SPACING- 1A-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017lTP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly`applied or 6-0-0 oc purlins, except end verticals. BOT CHORD . Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 18 762/0-6-14 (min.0-1-8) 12 = 757/0-3-8 (min.0-1-8) Max Grav 18 = 762(LC 1) 12, _ 757(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less exceptwhen shown. TOP CHORD 2-3= 2467/0, 3-4=-2467/0, 4-5=-3244/0, 5-6=-3244/0, 6-7=-3244/0, 7-8=-3244/0, 8-9=-2487/0, 9-10=-2487/0 BOT CHORD 17718=0/1437, 16-17=0/3058, 15-16=0/3058, 14-15=0/3244, 13-14=0/3068, 12-13=0/1466 WEBS 2-18=-1588/0, 2-17=0/1140 4-17=-653/0, 4-15=-69/490, 10-12=-1609/0, 10-13=0/1 130, 8-13=-642/0,8-14=-77/481 - NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. CSI. TC 0.65 BC 0.93 W B 0.54 Matrix-S 21-1-0 9:0-1-8,0-0-121[21:0-1-8,0-0-121 DEFL. in (loc) I/defl L/d Vert(LL)-0.3314-15 >767 360 Vert(CT)-0.4514-15 >558 240 Horz(CT) 0.08 12 n/a n/a PLATES' GRIP MT20 244/190 MT20HS 187/143 Weiqht: 104 Ib FT = 10%F, 10%E 9 51 CAIJTinN. Dn not Prert tnms _hackwnrds_ ptrlioE-11-1 u141, r.oe lx A I 1 IMS1, r"fllfr16r6tt; fm_ dt uelm omm imr,.tt401;4WI.,Yerro,hepiaeniers:Mie,la>tsah.l.i:).g 0aq sII6; ere lh 16.jLlsdr$a tf td,e,gwsae, Ums tttuwitt stlltd tnn,TO rah W6 [arxT;p?t 40l ?ai.d n(e: ID )t Debt 49tTf Ulsll flu- Ataleh, Dpw „' >etl rt ltx MD ", c, if mrt aa;t d l@e rmin"W t4 tl f2>raKlllltlr tat 41419 ok S;q l ,5 bp,ma If. th DDaty At P:1. 2453 i t fll kt.[ dllb.;SFR*1ry .Anthony T. Tomblo ell,PIE. erg+uda t .'tt emk ao"ne ia,r vhlurt as t, th0»»Iriix mq,a r lle lull DnIn a"'W'.1 do W 3015d 6 ;A 31Y1 Itqr. t atN 5 at nil Its a rust: aidl arot tlhf ee kc,)w n1 rn. ,rqg n0; « 80083 t}tfhEae0lsem4aru'l t ec e, t< ttkitlt lMl tart .sagtl s In 4,16gt p mSO&1,ww I%f rtl die 1T1 eat sou n= et dkaNnl :e 9t TPl tttei'E' resrm•s4 hes nf1i,, t1=lossf4sl>ner,t a@e<.,EFF sal Oe=.. Ya»ixaie.s!t'`' %.4$15t. Lucie Blvd. y tYsselsette tet„ e9•ce]Ipalalnnxtlhgl)elliertslrasraf IIeI,i€ x,s.aglur,'(Li>fEaaa).rsrine!',ttlssSn.m ariaterrnel+tlb>t tll r a,attmsntest>eaelnTflI, - FortP•e:ce, FL 34946. C@ppightO2016AlfoglTrusses AnlhoW. Tomb@111,:P.f.liepindum@xoflGsdolcmem,ing@yloanisprohibitedwlMnutthewiitlenpnmssiontl@>nAlRoolTruue'r:AnthonyTleaibu311;P.E Job Truss I ype Qty y A0008863 WRCEB2FM FL13 Floor 5 1 Job Reference (optional) 0-1-8 2-6-0 H I 1.5x4 11 1.5x4 = 3x8 = 1 2 Run: 8.120 s Nov 12 2017 Print: 8.120 s-Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08:47 2018 Page 1 ID:ta7uotTo57oOtNC WmTn2mQyhggX-ppC18YZJw4 VxGjCZRFfijVT4N E4u V I LHtQ9cW7zE K2 E 1-6-0 1-11-0 1 1-6-0 Dead Load Defl. = 3/16 in 1.5x4 11 3x4 = 3x4 = 1.5x4 11 3x6 FP— 1.5x4 11 3x8 = 1.5x4 11 4 5 6 7 8 0 1n 11 3x6 = 3x12 MT20HS FP— 3x4 = 3x4 = 3x8 = 3x6 3x8 = Plate Offsets (X Y)-- [1:Edge, 0-0-12j_[2:0-3-4,Ed, LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017rTP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 12 = 1130/Mechanical 18 = 1130/0-6-14 (min. 0-1-8) Max Grav 12 = 1130(LC '1) 18 = 1130(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3645/0, 3-4=-3645/0, 4- 5=-4762/0, 5-6=4762/0, 6- 7=-4762/0, 7-8=-4762/0, 8- 9=-3645/0, 9-10=-3645/0 BOT CHORD 17- 18=0/2129, 16-17=0/4509, 15- 16=0/4509, 14-15=0/4762, 13- 14=0/4509, 12-13=0/2129 WEBS 2- 18=-2354/0, 2-17=0/1677, 3- 17=-254/0,4-17=-955/0, 10- 12=-2354/0, 10-13=0/1677, 9- 13=-254/0, 8-13=-955/0, 8- 14=-115/688, 6-14=-311/12, 4- 15=-115/688, 5-15=-311/12 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to,girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with '3-10d 0. 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other meane 3- 4,Edge] [13:0-1-12,Edge] [14:0-1-8 Edge], [15:0-1-8 Edgt CSI. DEFL. in (loc) I/deft L/d TIC 0.94 Vert(LL) 0.4314-15 575 360 BC 0.84 Vert(CT) 0.5914-15 419 240 WB 0.80 Horz(CT) 0.09 12 n/a n/a Matrix- S LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weiqht: 102 Ib FT = 10%F. 10%E Sp§' j P"t 3Xkt 1.i v%' M % 10 M% ,._:[,.9.isL W Ii90'I,Ms.Ls'.:P(EN':I AuC%,.ilidb"11` 6h Ye; *s Bp•Y lin tH"a [Mpf4 idf5 f+SIDS oD iR§,MW V"I'.hfl i kl—,e Situ seln 5 l,,o S4 +'C!E F9 `}: 13, my W—' t pj9 s klI, ihd9t t 41, i Ni.,a a1 t U iy aj n R s rim TO nr —twit du se.+sr,}r p>t,.xa ht 9+ al'.wtiapl sat w' 47 t Wu: PI :. i ! 9a rthu,:, S::fi . N 0. - s 1. mrl dam+, z ,h+'A di i f pt ii%i4i ln. §+ ' ht,YYC6 Na W. tb it Est It't';.91.4 NI h p id t Wwben R ( s - Nn;aA a m .i- —' ei q kill ,ml41' `72Ii0'ij" T. 7p(j1 0 II ,. P.l=: n t li o a aIII.,.t _,«sue - 80083 zt sewasta1arektad4451Sr0laSlvtl. tapyig" I. ji0WIRealltmu k<hagLf mb Rl.P,€.3Rep n:7Eaacttr3tddam,nt4aaalcm 5 aheb t,d»il,ivuuhex i€aa pnm,Nsia.,IQm}AlxaGlL•assa;;,Aothocyllos:botlE,P.f,: °'I-r, > 1.349?6.. 0 o TrussTruss Type Qty Ply A0008864 WRCEB2FM _ FL14 Floor Truss 6 1 Job Reference (optional) ra i r<our i ruses, ron rierce, r ovavo, uesiyn we i uuss.cum 018 2-6-0 Hh i Run` 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08:47 2018 Page 1 I D:ta7uotTo57oOtNC W mTn 2mQyhggX-ppC I8YZJw4VxGjCZRFfijVT8IE4n Vl6HtQ9cW7zEK2E 1-6-0 H 2-1-0 „ 1-6-0 0-1A-8r I I r Dead Load Defl. = 1/8 in 3x4 = 3x10 = 3x4 = 3x6 FP= 3x8 = 1 2 3 4 5 6 7 8 9 10 3x6 = - 3x10— 3xl2 MT20HS FP= 3x4 = 3x4 = 3x10 = 1.5x4 SP-- - 11 rni21 ]o 0 3x6 13-2-8 21-1-0 13-2-8 7-10-8 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-3-8,Edge], 110:0-3-0,Edge], 13:0-3-81Edge],,[14:0-1-8,Edge], 15:0-1-8,Edge], [17:0-3-8,Edge], [19:0-1-8,0-0-12], 21:0-1-8 0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL . 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.42 14-15 >598 360 MT20 244/190 TCDL 10.0 • Lumber DOL 1.00 BC 0.85 Vert(CT) -0.57 14-15 `>435 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.10 12 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight: 104 lb FT=,10%F, 10%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No2(flat) BOTCHORD2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard BRACING - TOP CHORD . Structural wood sheathing directly applied or 5-3-11 oc purliiis, except end verticals. BOT CHORD Rigid ceiling directly applied.or 10-0-0 oc bracing. REACTIONS. ( lb/size) 12' = 1136/0-3-8 (min.0-1-8) 18 = 1142/0-7-4 (min.0-1-8) Max Grav 12 = . 1136(LC 1) 18 = 1142(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD - 2- 3'=: 3700/0, 34=-3700/0, 4- 5=-4866/0, 5-6=4866/0, 6- 7=-4866/0, 7-8=-3729/0, 8- 9-3729/0, 9-10=-3729/0 BOT CHORD 17- 18=0/2154, 16-17=0/4587, 15- 16=0/4587, 14-15=0/4866, 13- 14=0/4605, 12-13=0/2199 WEBS 10- 12=-2415/0, 2-18=-2382/0, 10- 13=0/1691, 2-17=0/1709, 9- 13=-254/0, 3-17=-257/0, 7- 13=-968/0, 4-17=-980/0, 4- 15=-103/734 5-15=-345/14, 6- 14=-338/22, 7-14=-1181719 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 nc anri fastenarl to earh tnis.- with -3-1nd Sunol IlaasEh n.yk{r. e 17. I 6CF I7,esfi'11Erx U0A 11RAS i0i0TI0 (140N i(1.1 ,.,rEC .;3MfM'In¢ 1Nd1 d3 ga3waadns vdYedet., ea lre,l.;,Ieia n q iftn, eu Ih AAkxil. h"m lE kl. _re 4'm4reeaR uais. dttxxka AA.t.li, IDP, wtp db& ruu :h;rc ad..e.el hr tFx 73G la xedd. 6l a ruDsga hgrcea < dR tacir:. h,:ahann ID P Aurms%RAher Issoadek zmr.,hmslNltlr'a he lexl4tk a:r,h l.a OT_19.he 6P hrde l",-L Txa ya nina; fa.A an "hon, ,ryr ih_Oy T. l0Tr i3 iII, P.E. d ase A'a,i Pr r< ntAil i,t. 0,6, aee t4f—f, owiza Pn he 1.4in6 r 'ae-.aae>ld li IRE, V i th h k. ili,W&1P.1 'Ee V,.,l 0 hR DU W an hell Aix a, Afw^arq that et '':q rA h 3tasE .h d. «.8Q083 fh4 C ShnT rq[7.ryC ,.'. .e dt 7W iW r .1g di es In G16'.1( i ISd hlr_ a. WO 3ailshe ^1 °I ni SI1A ,e w sa td!iN Eµs9•w apaed e3aeu urha3 is Al tprt rs u:1 to ,.41 YAf. g '17P I fn+nas Nna,-Pr 11s atlLi a IAE1,13,,3sSyl— Ell". mi aQlij ill"ai.4.—, va,, 40A hifl-I. ,MmAxh of WYSi 4451 $t. Lucie Blvd. Forte et.ai4nvpyrilft 03ii16diGootjiusses Anlhonyf.Tomb®IIhPE.&epmduAma andirdnrumeM,in ny Eorm tsprobiEAed wrthsut thrazitten pnm ssianhamAlftoSiirosses Anlhnn3f turnlulA; P.L Job Truss Truss ype Qty Ply A0008865 WRCEB2FM FL15E Floor Truss 1 1 Job Reference (optional) 0-1-8 3x3 — 1 2 3 4 5 6 7 rn T1 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08:48 2018 Page 1 I D:ta7uotTo57oOtN CWmTn2mQyhggX-H?mgMuayhOdoutn m?zMuFjORbdd7EOZQ54uA3ZzEK2D 0-1A-8 P 3x6 FP— 3x3 = 8 9 10 11 12 13 14 15 16 17 18 Z rn I 1 1 I I I 1 I 1 I I • I 1 1 1 I`? 1 1 39 of 36 35 34 33 32 31 30 2928 27 26 25 24 23 22 21 20 19 3x3 — 3x6 FP- 3x3_ 21-1-0 21-1-0 Plate Offsets (X Y)-- [1:Edge,0-0-12j [37:0-1-8,0-0-12), [39:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES We 0.03 Horz(CT) -0.00 19 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matnx-S Weight: 96 lb FT = 10%F, 10%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) *Except* W1:-2x4 SP No.2(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 21-1-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 36, 19, 35, 34, 33, 32, 31, 30, 28, 27, 26, 25, 24, 23, 22, 21, 20 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 14-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. r LOAD CASE(S) Standard rte a 1 Pwte -'at .r °mex tze'd 47 CUSi5 S1 P; 5rfpp ;I =3 Y!!t-M,,p>cR; ttp i,lJ:a,p;,E6'sl..hT b. re u. d[s@^po-en IN, nd vies6e r GoaaPE .1 e;r?. 4h 17 P. knexa>kv Stt a ist.Vi W." In, rely MJA;a u9lb sshN1 sdha k ion Fags r ipe } `R cne i }rr m sae itnr..0.m, eyrt i,M # pelt s>iV,71,sitj04 i iW W. t1'. i h.jg , as n., koq he .—kNy F et 5tq M I ae g M'. EC< 3. Ip ti YfC rvR¢ p. t 1 ?^YA ryx h .¢' fk.IFi ttE 1C: eM'M x I p l j.Cdi 3aS It is (§. Id t 5 yr'-'1; xhEi s iittay mdl Sh 'pe E S' LfipF xy lib R 1a' ,lilt ony T, Tonibo 111, P._: n E l0 9tk qe d cn i .A om i N i.aC'ttper e n i+ vy xi Sd-t. to 3 4iL. 800$ s s p _ > 3•`' °*"' 'nx'^'."a'. -s; 4451 St Lurie Blvd, zt I!rpd,ds peahn xerpw aapW6e;t ie¢ pei .0 ge Sk i pip bylH,gve,a f$i ¢. 1 .ityt._t3815i dixaeesEleex,. For, 3if„£,,L Blvd, py iq&1'• lO.fiAtCo l tiassss Arphonsi: tcm6eill, Pc 9eprYdu Ean c l 3s d.,nmznE nenr [cim .nk ld.dwtkcui lf•,e xi r€ea perx s.a hcm A -I oct hu;aes-Aathuay t.lar.Eo li3; P.E. yi i J oI Fuss Truss ype Qty Ply A0008866 WRCEB2FM FL16G FLOOR GIRDER 1 1 Job Reference (optional) Al ROOT I russes, rOn Ylerce, rL J ,j4o, oesgnea Ilruss.curn 1-3-0-7-0 I 6x12 2-9-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08:48 2018 Page 1 I D:ta7uotTo57oOtN C WmTn2mQyhggX-H?mgMuayhOdoutn m?zM uFjOFod RzEFEQ54uA3ZzE K2D 2-5-8 6-10-8 Plate Offsets (X,Y)-- [2:0-7-0 Edge] [4:0-3-O,Edge], {5:0-3-O,Edge] [7:0-7-0 Edge] [10:0-2-QEdge], [11:0-3-0,0-0-OI, [1: LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d i TCLL. 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.10 12 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT) -0.14 12 817 240 BCLL 0.0 Rep Stress lncr NO WB 0.63 Horz(CT) 0.03 9' n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) 5) In the LOAD CASE(S) section, loads applied to BOT CHORD 2x4 SP 240OF 2.OE(flat) the face of the truss are noted as front (F) or back WEBS 2x4 SP No.3(flat) B) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-14 LOAD CASE(S) oc pudins, except end verticals. Standard BOT CHORD 1) Dead + Floor Live (balanced): Lumber Rigid ceiling directly applied or 10-0-0 oc bracing. Increase=1.00, Plate Increase=1.00 REACTIONS. (lb/size) Uniform Loads (plf). Vert: 1001-ds14 • = 3650/0-6-14 (min. 0-1-8) Concentrated (lb) Concentrated Loads (lb) 9 _ 3373/0-6-14 (min. 0-1-8) Vert: 4=-842(B) 6=-1030(F) 3=-1030(F) MaxMa Grav 15=-1030(F) 16=-1030(F) 17=-1031(F) 3650(LC 1) 9 = 3373(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-269/0, 2-3=-6773/0, 3-4=-6868/0, 4-16=-7664/0,5-16=-7664/0, 5-6=-6020/0, 6-7=-6006/0 BOT CHORD 13-14=0/4332, 12-13=0/7664, 11-12=0/7664, 10-11=0/7664, 9-10=0/3904 WEBS 2-14=-5515/0, 2-13=0/3336, 4-13=-1338/0,7-9=-4970/0, 7-10=0/2852, 5-10=-2749/0, 5-11 =0/591, 4-12=-654/0, 3-13=-814/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks tote attached to walls at their outer ends or restrained by other means. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1110 lb down at A-2-4, 1110 Ib down at 2-6-4, 889 6x12 = gel PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 95 lb FT = 10%F, 10%E Ih Frown nt 3-4-4. 1(13n Ih down at 4-6-4_ and 1086 M iq-ileaetl »tP! r ream. IBJC Ii,SS"vrtfp sKr%t:. HMSaC APCAt(157.'tdi "i1 s1cw MEN I 4rof 3e 7»i n'd N A I T. 7 0l +1 R.; ne S 16.ft:l iz IE 11 4,» pa hl .Srn odd .ti'Upsy dot<x 1. pv's iw,.•.»,ed fe n,W 1, _Oil. A! Tr Desrye Eilixae, epnlra(ep-1, 7i "id re Y IDh epr..eds er p;a s: dtn prdessaed ere ecr.,paslt lnPtnt les®ctr s:e,rie.s r:t NaHr hD Neadn T:4 Er,pa »;rangier Its .aeanw.;nlaifry Aittheily T. Tmbo,tI?,-P:E. cA oseda.;I un tnl&ec is lAr .>ps rbltl.d,el IhO +er ic.. eFen IAeI Id 0 Btt=a`: tddf+l a2: 11pl ! e,reF r>"1 'Me r!M DD exl enidds in rn->10t6a'd mB ,srge sl llds ekr-se ad e+ yeiis'nef «80083 Bp yNSB f ,Ui n m(a^aa 'i eae r etF.x7Dt !f pxtr !1 8>I »i to BdWvB rss P< xl idml3 n qSl pkl ski' r79 MSFEA el d `ti 1e ads R Icelre.'Gz evptnsa aes ,. s 4r7 nsEksi;nn i s 9e ,y, spnie s47r .pmderrier xrHS 4451 St. LUde Blvd.. q rivrse lefiik Es s- en;m epeeL,in+n yr 4nl lr dl ier srnurH izelr,. <, pe.»pnar ,ltT B is1j:,.fie! 7»s5s .,_ geiere at oniDrr} dll a d rasagk dduN re rrl1. - - Fort fleerce;'FL 34946 p . - tepµiphtL4 PDidA I seatTsysses Anlhan"yj.,Tom6a III;P.E. keprodarboe of ibisdonmerrt in anylorrr,is plohihhed.wtlhwt the siitlen pefor<ssmaham'A I Haai irusies,: datfiany isTnmha III,P.t: Job russ ype ty yA0008867 WRCEB2FM HO1GREB r Fru der - 1 Job Reference (optional) a^. • nun cu s NUV rZ cu r r —Int: a. I4) s Nov 12 2111E MI i eK inoustnes, Inc. Mon May 21 10:08:49 2018 Pagel ID:o9kmlw63sCj7meCgAkvtD6ygZgF-ICK2ZEbaShlfV1 MyYgu7owY081 ggzhSaKkejbOzEK2C 1-1H_ 4-8-0 8-9-9 12-9-8 16-1-6 19-8-0 21-7-10 23-10-0 3-11-15 3-3-14 3-6-10 1-11-10 2-2-6 Dead Load Dell. = 1/4 in 5x6 = 28 29 16 — 30 1431 32 13 12 11 3x4 = 2x4 11 4x8 = 4z4 11 5x10 —_ 2x4 11 3x8 = 2x4 11 3x4 = 5x10 MT20HS= a-1-y-3-11-1b 3-3-14 Plate Offsets (X Y)-- [2.0-1-13 Edgej,[3:0-1-4,0-2-81 [6:0-2-12 0-2-01_[8:0-3-8,0-1-81 [14:0-3-0,0-1-121 1 3-6-10 0-4'01-7-10 ' 2-2-6 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) 0.31 15-17 759 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.62 Vert(CT) 0.42 15 566 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(CT) 0.04 13 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS I Weight: 272 lb FT = 10% LUMBER - TOP CHORD 2x4 13P No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W5: 2x4 SP No.2, W8: 2x6 SP No.2 W6: 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6- 0-0 oc bracing: 13-14,12-13. REACTIONS. ( lb/size) 2 = 1678/0-8-0 (min. 0-1-8) 13 = 4558/0-8-0 (min.0-1-14) Max Horz 2 = 150(LC 8) Max Uplift 2 = 918(LC 4) 13 = 1012(LC 4) Max Grav 2 = 1678(LC 1) 13 = 4558(LC 1) FORCES. ( lb) Max. Comp./Max. Tern. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3812/2070, 34=-5062/2638, 4- 5=-828/421, 6-15=-192/288, 6- 21=-5804/2646, 21-22=-5804/2646, 7- 22=-5804/2646,7-23=-5804/2646, 23- 24=-5804/2646, 24-25=-5804/2646, 8- 25=-5804/2646,8-26=-88/834, 9- 26=-88/834, 9-27=-88/834, 10- 27=-88/834 BOT CHORD 2- 18=-1919/3486,18-28=-1940/3517, 17- 28=-1940/3517, 17-29=-4108/8835, 16- 29=-4108/8835, 15-16=-4108/8835, 15- 30=-4500/9852, 14-30=-4500/9852, 14- 31=-1633/0, 31-32=-1633/0, 13- 32=-1633/0, 12-1:3=-914/0 WEBS 3- 18=-279/397, 3-17==-765/1776, WEBS 3- 18=-279/397, 3-17=-765/1776, 4- 17=-427/831, 4-6=-4281 /2243, 6- 17=-3958/1562, 6-14=-4193/1921, 7- 14=-1142/49, 8-14=-2513/7660, 8- 13=-3171/535, 8-12=0/473, 9- 12=-319/0, 10-12=-968/107 NOTES- 1) 2-ply truss to be connected together with 10d 0. 131 "x3") nails as follows: Top chords connected as follows: 2x4 -'1 row at 0- 9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL= 5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi= 0.18; MWFRS (envelope); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 918 lb uplift at joint 2 and 1012 lb uplift at joint 13. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load( s) 109 lb down and 139 lb up at 4-8-0, 243 lb down and 156 lb up at 13-0-12, 255 lb down and 156 lb up at 15-0-12, 255 lb down and 156 lb up at 17-0-12, 255 lb down and 156 lb up at 18- 11-4, and 255 lb down and 156 lb up at 20- 11-4, and 258 lb down and 155 lb up at 22- 11-4 on top chord, and 215 lb down and 158 lb up at 4-8-0, 161 lb down and 114 lb up at 6-8-12, 161 lb down and 114 lb up at 8-8-0, 161 lb down and 114 lb up at 10-8-0, 161 lb down and 114 lb up at 12-7-4, 161 lb down and 114 lb up at 14- 7-4, and 161 lb down and 114 lb up at 16-6-8, and 161 lb down and 114 lb up at 18-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 2-11=-20 Concentrated Loads (lb) Vert: 3=-81(F) 15=-161(F) 18=-215(F) 17=- 161(F)21=-215 22=-215 23=-215 25=-215 26=- 215 27=-225 28=-1 61 (F) 29=-1 61 (F) 30=- 161(F) 31=-161(F) 32=-161(F) Trapezoidal Loads (plf) Vert: 6=-185-to-24=-220, 24=-220-to-10=-185 4- 17=-427/831.4-6=-4281/2243_ ri hfl tl_tr qH he-A.1 B)f IB sS"uitEk 6tN-# IkXSd(a111CN tJ'i k"rIT1 lCNCS-SMEN 1rYe rfB lr-;; 4saMie of t I pt e•) ;R-er. Ps ld Lb0,. PE kdurw%w. Ddii&..r; std E w tle TDP;mlf Mstenpr:x tal Eier Bzl)Pta dd A!e'ns Des; Edw i <ax nlirt ,5 ,wlww 7DD t:; wis rw rea,rdfh Pra'tssl¢ati erse wn>e¢nit lni't wr dts® tM.t,^I,sno.ti ai rtr rPf ale rain h"l..`h t.,;a msanptitr•.lot; maw„'wwq -;} —.;m 'tipi ; ri sd^r Iri b 1 Id a Iw siw WUr d"x ), tkt0 ern fi w[ na ik Buli tD Ip'h a^t kate9dh I; n ,; nitN I k i ed r+t l 1M .PP aal wv lieid se dle nx.>t Pm - - Ar,.110n}' T. €fI, ?':E. ti "^t' ogt 9 qd Ek a>I pain.hd. F 8008 i hBtDntaewChwkldrilrw; 1; 8i n fit B Id ;f p;s dd Ir n w tC4 N!I 4c+1 d 6 r r as h i ,aiN iP 1 t wt ka re 6esst net w, s,; tst M.1 s! kt;ta;i ) a np— ai Tt ,kmdeshrtt rre 2451 $t. Lucie Blvd. YYY lmifwlysaiegrpeiloleaWiqlrdl;era fia,lw,,.. yraeet , 10 tx 3n!Itt,.;a;uIt,;, < ¢;wet s 6a.mf'; 1D ty is Fro 11 in1e[MpTPiI - Fort1St.LFL Blvd. apy'*10,' 016AIRaotTinidezAnahaeyl.TombailiPE Repfbdu¢maafthsdoameat,iaaayf-,ispmhrbitedwitheutthe rrdneeprrmissmnlamAdRol Trsaes:AnthonrTTomb 111,N. oTruss I russ I ype QtY ply A0008868 WRCEB2FM HJ5F Diagonal Hip Girder - 2 1 Job Reference (optional) rs r poor 1 msses, ron rlerce, rL aaavo, oeslgnrda iimss.com I -1-5-0 1-5-0 3x4 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Mon May 21 10:08:50 2018 Pa gge 1ID:ta7uotTo57oOtN C WmTn2mQyhggX-DOtRnabCD?tW7Bw86OPM L85e FRCwiIYjZONG7SzE w2B 6-6-7 6-6-7 Load 1/8 in T N V 6-6-7 6-6-7 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.07 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.17 4-7 450 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.10 4-7 769 240 Weight: 22 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 3 = 156/Mechanical 2 = 270/0-10-15 (min.0-1-8) 4 = 81/Mechanical Max Horz 2 , = 122(LC 4) Max Uplift 3 = 106(LC 8) 2 = 175(LC 4) Max Grav 3 = 166(LC 19) 2 = 346(LC 19) 4 = 120(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) ._ Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 lb down and 57 lb up at 1-4-9, 81 lb down and 57 lb up at 1-4-9, and 41 lb down and 47 lb up at 4-2-8, and 41 lb down and 47 Ib up at 4-2-8 on top chord, and 13 lb down and 4 lb up at 14-9, 13lb down and 4 lb up at 14-9, and 14 lb down at 4-2-8, and 14 lb down at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=114(F=57, B=57) 11=-17(F=-9, B=-9) W., Plus,fialrytl, rner 1 Al nC It SES 'S.110%6111,14:L tilk a (PICIUM 0950 dIP,1, rrOc ; lrtit Ina 1e!tlf d+r..1 learn aNYed lA"n Ns i.assl sp9 vty jfl; I4 Nx lrkxf L 1— ,dl Id—, 4et, ase tt, Ur, r$n st Elded to 4, lied" qle+.¢-,tv F mi 116 sl i N,tt I'D 11 s, Wd. As C l,.i Bn,p EIp1- Spe11NY lI n fi nl+tti TIFN pPtdSleN Fig ale pd slald tF+o-rsSponelNd of dffaa to lk —.0,p ,sep-1 oo CIA lnab INA. EF p.—pllt lor..e dnN:s lofflr AntMony T. Tdirtba Tll,-P.E'. cd ase dai l"z lm vt"WA l}to id two!0", I, Nt OwnsiO ee ?,v r lie luldnUslpn a6 risnndn IR 11 dff I dl Ee,.;Nr m^IN 'lt Epa a itk Bd MIry fell s dfi se: d fief 6,w y-sn;ryE find net and jriWn,9; q, 80083 .. tkl tllDts pn Fn4a^u+a, iti as e9,lull ImpxIrmolp.Nnsdlttpldili(upmMSdmtriEnFl trlrpklsled ti'I dSlllne elv x 'nFexl>tn dae 1PItEin It espeas nesnob6aot I'skui..I ls5,1,sspeti .1N,s,garfEtgEn;n.Nt 4451 SELIICIP 61vd. F Nvltl ddllN lr B'Ftm F N3 en 11 %'(iliry lf,d iMtf lEHiYtd .TEt Iles (Stuix., sIGIMIeJap F,.mel;oil,s Sdr.a ropi xrrat a+Miry. 0,4 d:dth>DN-port P'efce, FL 3494b. opnie0i 02016A1 Raoltiusses-AR600l.lombo Ill, P.T. RrproEuRme ofthis'doeume,m, inonyfmm,ls pmdi6ited-withoul the wiiflen permission hom A,IRoof busies_- Anthony Taembu Ill, P1. o--]Truss cuss Type ty y A0008869 WRCEB2FM HJ5P Diagonal Hip Girder 1 1 Job Reference (optional) w, .,•,=•.u, uc=lyl a nl uaswm nun: o. izu s Nov iz zu-f l Ynnu zi.1zu s Nov lz zul / MileK Inouslnes, Inc. Mon May 21 10:08:51 2018 Pagge 1 ID: ta7uotTo57oOtNC WmTn2mQyhgg X-ia Rp_wcq_J?NILVKg5wbtLepbrXxRloso27gfuzEK2A 1- 5-0 6-6-7 1- 5-0 6-6-7 1 3x4 = Load fl. = 1/8jin o I LOADING ( pso SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.18 4-7 426 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) 0.19 4-7 413 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 22 lb FT = 10% LUMBER - TOP CHORD 2z4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 3 = 169/Mechanical 2 = 364/0-10-15 (min. 0-1-8) 4 = 93/Mechanical Max Horz 2 = 109(LC 4) Max Uplift 3 = 107(LC 4) 2 = 252(LC 4) 4 = 74(LC 4) Max Grav 3 = 169(LC 1) 2 = 364(LC 1) 4 = 119(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown- NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDI-=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope); cantilever- left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL= 1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load( s) 38 lb down and 42 lb up at 4-2-8, and 38 lb down and 42 lb up at 4-2-8 on top chord, and 49 lb down and 7 lb up at 1-4-9, 49 lb down and 7 lb up at 1-4-9, and 17 lb down and 44 lb up at 4- 2-8, and 17 lb down and 44 lb up at 4-2-8 on bottom chord. The design/selection'of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 9=-7(F=-3, B=-3) 10=-17(F=-9, B=-9) 4rdy Ilna<il. ykr l,. eA(.x-,IAC n 53 ^',<i lffi.6f6i,; f:tkf & (imiATIEN, (D$li:ki'R1.t ,. A1Ci:_H;*X-Ina Unilt kiaj. I—id","'.4 Af w Ns 1.:.: Deep h qJ(, ih Aek jl hm'H11ldy.xe U>li s--Uni'Ut -w sld!In Be IN a ifdel ro jr W1 Ihl 14 T)D to elt As, ;MI I Epf4 4 sk eD E ,a ld ny DOD P" f3A ..gm, a r., gSued rR,l! to—Itllat:I' kf l3Da s tk A14 Nisf p7i ee.. 4, TDI, ak raf i, 1..'GA,,r. rants l W .u04-"addsAnujony T. Tombo III,. P.E. to It rdda, I.H•'NN 4 d 4 IA! I pla d'k.]x Yrt0 If<, -:,a t4 IA Me6 II'tD 3Ir! let hd n `. niq r e .f e, Mf WMl 'k Wm,i 4It Mini lidl do 135 d lQRRn T!'O F fi Drat atp ;r, 1rl !! t y " 80Q83 V fit k SDKHAP iLp"' tC9 . PE ) I(41D(. anlY Pl kltt! s"itl t fn GId t(Cai !d sAd ( 'tt[t B<f Nk SEt P1't 11 $6(d ll d!1_i fd R11 :u!dal( lP Cf1 5'X•:P.jf ,39 (!S l%d ubill.S e"E lul!DPSItlN,1 4 iP, !E(IT.F„'A tl .e..iNlt!'Slt: :4, 4451 St. Lucie Blvd.. V 't lu id'ed tye 19 ipeE3 we rcalg l7lll ptt:[f 6S lee le.1 .A s grtlr ,: tLi E lJj Ce,.mx,Nl 5(S ei i2ef DY onlAar tll lot i ( as nE c!1eiAel la Rli Fort P'2;L2; FL ?4945_ opiYicht 021,16All foot Lusies f'4thaayl Tembo III PE &epiodamac of lka doiument, is aaylpiq, Ys prod,Mted withsnt ihr+fiitlen pamnsion fromA-I feol Lasses; Aatfionetaombo ill, PA. - - oTruss 1 russ I ype ry y A0008870 WRCEB2FM HJ7 Diagonal Hip Girder 4 1 Job Reference (optional) A Kooi i russes, ron rlerde, rL 34`J4n, aeslgn(Na I WSs.wrn r " 1-6-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08:51 2018 Page 1 I D:o9kmlw63sg7meCgAkvtD6ygZq F-ia Rp_wcq_J?NI LVKg5wbtLeq_rXfRhwso27gfuzEK2A 4-10-8 9-9-0 4-10-8 4-10-8 Dead oad Defl. = 1/16 in N O h 3x10 11 1.5x4 11 6 3x4 = 4-10-8 4-10-8 Plate Offsets (X Y)-- [2:0-2-12 0-0-1] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.04 7-8 ' 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) 0.11 7-8 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/1"PI2014 Matrix -MS Wind(LL) 0.03 7-8 999 240 Weight: 47 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 240OF 1.8E 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. lb/size) 5 = 158/Mechanical 2 = 459/0-3-8 (min.0-1-8) 6 = 309/Mechanical Max Horz 2 = 169(LC 4) Max Uplift 5 = 79(LC 4) 2 _ 280(LC 4) 6 _ 93(LC 8) Max Grav 5 = 158(LC 1) 2 = 459(LC 1) 6 = 309(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-13=-602/174, 4-13=-545/179 BOT CHORD 2-15=-271/542, 15-16=-271/542, 8-16=-271/542, 8-17=-271/542, 7-17=-271 /542 WEBS 4-7=-600/300 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 5, 280 lb uplift at joint 2 and 93 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 lb down and 108 Ib up at 1-3-7, 87 lb down and 108 lb up at 1-3-7, 40 lb down and 57 lb up at 4-1-7, 40 lb down and 57 lb up at 4-1-7, and 58 lb down and 57 lb up at 6-11-6, and 58 lb down and 57 lb up at 6-11-6 on top chord, and 7 lb down and 16 lb up at 1-3-7, 7 lb down and 16 lb up at 1-3-7, 11 lb down and 13 lb up at 4-1-7, 11 lb down and 13 lb up at 4-1-7, and 32 lb down at 6-11-6, and 32 lb down at 6-11-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=72(F=36, B=36) 14=-81(F=-41, B=-41) 16=-2(F=-1, B=-1) 17=-50(F=-25, B=-25) hnttnm chord lives Inad nnnrnnrurrant with anv nthnr crag Pla;<tkn Kd+r.aie';IiJC IX :i3ri[ttEta&XY!'-l41Xid(aXiIL1l (DiiuR x1.t,l PXLd!:D.MiXi 19 r. YaXdl up Pnaadns aaPicel ad cndu:les:3 D ndsR;«e Xs Lnlej l:I ia PLILr.xe l>'i xrr a., gal.ss eiM •,sa ddelatkiDP rip tlikku-N, dra M1,4ud hr Bx i70lax Yll: As nc Billy, I. aes sk.atq Edda. a sad a ad lDD:epueds a -0— lre pdnmal eu arnpnnI P' ne Iota di rq, I s leldtl TDD mIf sAn lr:-1. N r+ri pie la r< aare: swfidn Anth ny T. Torrbo ill,.'?.E. ass d oidf: Inldia is is 6natwlfi. d;:a1 r.Ike Q.-rtriift ni Apo r lle lnh o Desgae, a ta suletidu It' - .10eh4E 46i., R!1 Th 'par 0Me DDW hell sedM n: i sn 6sd :q[ strlld ace tr, sa>f M .(eas .nd: 9 30083 1k a ;Deiiirx loz-wi e, 4 ar,elhtDl Is rm aIphi oln 41halAtaFaedid4hlsi: n KspladiwliIn ,/sdu .idvsd nge.n4a!in it Ikea:bitesieaso,inesaiMi sd'E less[asiAoeri ssle,u:npeaalr „x,,m,n, axss 4451 St: Lung Blvd. etn•iulifiidlf4'sstat opidaue av,stq kd di jinne+..rod Iat 1- iNiinr,_Act tit 10dag Nliwe4a lu.s sln.m.:ryin" cal o.d0t(. Onoilatall.raleie of dead p to l_- Fort Pence: FL 34946. opjllght02016AIkooTTdasse4 Anthony LlombsIII, PE. Repiindudian of this i0fument, in any form, is prohibited withool Ito written pi.insisson fions'Ad Roof Ttasies,AothonyT.TombsIII, P.I. o russ ype ty y T11" Uss A0008871 WRCEB2FM Jade -Open 7 1 Job Reference (optional) Al hoot I russes, Fort tierce, FL 34946,.designLaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10*08,52 2018 Page 1 I D:o9kmtw63sCj7meCgAkvtD6ygZq F-An?B BGdSIc7E MV4XEoRgQZA3PFxHAC200isN CKzEK29 1-0-0 4-8-0 1-0-0 480 2x4 = 4-8-0 LOADING (psf) SPACING- . 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.02 4-7 999 360 . MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(CT) 0.05 4-7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.04 4-7 999 240 Weight: 16 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 118/Mechanical 2 = 251/0-8-0 (min.0-1-8) 4 = 60/Mechanical Max Horz 2 = 109(LC 12) Max Uplift 3 = -83(LC 12) 2 = -77(LC 12) Max Grav 3 = 118(LC 1) 2 = 251(LC 1) 4 = 84(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.0psf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of W .oiry Verse& gdv r. n,im,sl nC rr,S:BIS[1Ehx&K t. IEWI .IilC15 (iiis]"M t5R.t, +MC 1— V'df ifsigt P.-,"s"t ad d.[x Ns l.r" M g D-igtTIT:v4 th Ae.Wj laumha. rE Id —I 4- 1-1 f._Udeu rM r;e sldd.fil IDP; edr rhi '<.Fvtgl;e Isl ftrit:DDux dil: As IlMyesilf.poto, < IxE deiF asdxn ND:ep dsf aF xdt4 it isdr[d ee[I n[F.,gnsdilor.a hetqtMss;Fi.s[";are ri, DaIf M.T-1,To, nsip[tunpn,1.0;;udnrrs; wd.-Ir.( Ar,rhori T. T ir ho-i11 P.E. JsdsTnr 'u tit [ ilkr 1 didr dttie9 tkP [Sx n[ nrtoe toll D gFr F FideKdtr It'' "ni tl bdk i ,,a al Irl if yn dtx DD ;i.b Il is dh s. .f as" ry [t[SF IIId [wek :r [d bfh "e"ratii:t. d. i h [ [ Pfs: ro rce [enra nt, F x n dx ifgl i e n m E W I tl Gii6[ ( FaMi sdrr hr- nfn t<51 h,.W j M.-A sl(A., tdX aif M d a!i.» TP I tF re i.:es [5 a ; es as Erin s'3"T [s" F4S1 n, T S D .. 30083 srsrrPnf ,pz aerr ,a„drnu nxs 4451 St. Lucie Blvd. FYiuldirFili[[s•m [yfdiponxmryhdl gtr:n foci t;Fld3, s,y[ed ;_7i:l rxt4Pr, n+_.[1 s4.a.;hnxrr r xA;i»..iit Fa'd-F:r.mne s!ideln(711: .. Fort P.grce -FL: 34946 opnieM1l.'12DI6AIRoof Imse" Anihony1.Tom6o111,FI RepioEudteoofthisdowoilnf,inonyfoitr,ispiohibiledwithoId,heviineopeimssinflom,AIRoof b6ses;Anthon tTomb111,1`1 Job Truss Truss Type ty y A0008872 WRCEB2FM J5P Jack -Open Truss 8Fl 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08:52 2018 Page 1 I D:o9km lw63sCj7meCgAkvtD6ygZgF-An?BBGdSlc7EMV4XEoRgQZA3B FuZABi00isNCKzEK29 1-0-0 4-8-0 1-0-0 4-8-0 3x4 = 4-8-0 480 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.36 Vert(LL) 0.10 6-9 539 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.06 6-9 993 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 18 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 251/0-8-0 (min. 0-1-8) 5 = 181/Mechanical Max Horz 2 = 96(LC 12) Max Uplift 2 = 130(LC 8) 5 = -98(LC 8) Max Grav 2 = 251(LC 1) 5 = 181(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-155/292 NOTES- 1) Wind: ASCE 7-10; Vu1t=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsfi BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other, members. LOAD CASE(S) Standard ricoEq tleased.pEJr r. nrlx.SlnC fi.sS"sua TINKiilMTI6 t.eArcini BlAt'A1.I,S.A1LA i9,NEdr lmm ltrdp dasip,ps.odtrs aUiM nd.se ttisi.ss: hre7 rge(C.;.ne fid kalltaf l:leaaa,tEld.xu iktei -e :Gal.sseMx+s: sldNwlklGQ, edp Niter.. uamrpde. ,ad, :.efpr Ra DDtn>neld 4< ens Des pafirJrea <pe.nlreEara. ,,'ne s:dnue+IDDr/e tsa wteas:e dlA peal snetd eras .c t.uoaullet.0 lM i<sa utksa;tE seal Tel ai Nt G[ah ninit_j txu p.0 paar.ltp+oaeJnw.; Idrin Anthony .T: TOirrbo ilE,:P[E. A ,tAnn6 I., aWinsi,In, 'spa dlityeN vel ttsO.'e siR rte'p,I'neWWI, Ge pr+ "ee!idefldu It' ea ' itl I dE teg!,k 1' 1. Ti, ",ail d& GA adnu, hli do n,mdak![ A q-smla tdld eki nsesl5.z.•rWW:1,#1 4:80083 Ikl per: fl.- ue term Ail T,Sri x rlh IDII W ear p,nes apnwus lne l.uryep ctapnte sdml o'wn au rdl seten r'Ia,i seu ne. rel na, tt>nw aiaa,t. ErEan r: pms a,lnaa, a i>sakfs, y ttrl et 451 Sts Lucia Blvd. a'h xse /dine lru +i•ea.prad pa .vrmq ifdl itrt is nuref..l.e Eris'r, ,quev.; AL''Et Ind.apC ;:nz p s srsy,.a_zpr.m r:at>•dh I ill eqd.:i•as ne ds ld eel (trl. - -Fort nierCe; FL .34945 opvriIN02016A1ipelliusses Anthony1.Tanabe lll:Fit. Replodudiouulthis documentinany film,ispmhibiledwithoutthewrittenpermission frortiRlRofTrusses .-Anthony1. lumber 111,1`1 J-013 cuss russ ype cny y A0008873 WRCE82FM J7 Jack -Open 15 1 Job Reference (optional) 1-0-121-0-12 tun: 8.12u s Nov 12 2011 Print 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08:53 2018 Pagge 1 ID: o9km Iw63sCj 7meCgAkvtD6ygZgF-ezZZPce4 WwF5_efjn Wy3ymj58eC8vf19FMcxknzE08 6-11-4 I 5 4 5x12 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 348/0-2-12 (min.0-1-8) 3 = 183/Mechanical 4 = 80/Mechanical Max Horz 3 = 145(LC 12) Max Uplift 5 =-165(LC 12) 3 = -74(LC 12) Max Grav 5 = 348(LC 1) 3 = 183(LC 1) 4 = 127(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-309/553, 2-3=-155/286 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a Dead Load Defi. = 1/8 in o r 6-11-4 6-11-4 a) CSI. DEFL. in loc) I/deft L/d PLATES GRIP TC 0.92 Vert(LL) 0.09 4-5 867 360 MT20 244/190 BC 0.53 Vert(CT) 0.21 4-5 377 240 WB 0.00 Horz(CT) 0.09 5 n/a n/a Matrix -MR Wind(LL) 0.12 4-5 692 240 Weight: 24 lb FT = 10% 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 5 and 74 lb uplift at joint 3. LOAD CASE(S) Standard N Fln:r 6aa 7N r. r+f'e SIBJC Ii S.S'vitE[i6ER:L., t:tYS d(Kiil s t710k i'sY"f i,. i7u6:,;solEN txa. Ynnl dest paasdrrs aal+al dtnb;l+v ks.pfi !!fla;eu th ladetPl itmaai ,if ld:.xE U>fi?+-e. e_,. Ud.s. Edn.ist adedx 8e lD@: saq pi »parvloaf far Mxi)D It ;dlirriadqrt4.lit afK It sad 1".-I..'.tef,n7i anplins.lak ,.aaama,, .ntoldry' Anthony T. ombo T i.T.iP.E. r1 dasi:estallfa(t+slP Hlro/•Se7 thU•xsafu e a Me8'10 D pe h;aaeHdialR haPtll 1 d CIE (xi `ktq.if fnnDOat 1'ald db s af+nb.d'7 e:qE. filet ek: sad l:atin:nlf': µ80083 Q IM8 t DesensriUot' e a r0.1INlat ae Pxt adrfI W6.1 (cape aSda.h):deb 301 Ptshe.. }y Tn ASKA,?rhae dig aptst TP Ito Me:e,Br7sa tes m6 s-M d 1. 1 •s! tkti7m;1 7e.a sdxn saU Era!, 4asdaCwei: c.ess 4d 1 uddned a 1- em and u wit li dl Wi' a,ed id fes...x a; 7 51 St. Lucie Blvd. F % 1. 7{aea ;7uis R+d.al.E, pae;nl 5ftx ro'a?eiraa aad,4>l. dlla ". rasniasdelmelnfPl1. Fort oe,Ce, FL 34446. n(opyrioht02016AItodTiossesAntbonyTlimbo III, P.E. Reproduoioeofthis dotument,inany formisprobibiled,riitbanthe wine. permission LomA-1Roof Tfnswe- Anthony 1..lombo111,P.I. p russ Truss Type Qfy y A0008874 WRCEB2FM J7F Jack -Partial 6 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08:54 2018 Pa gge 1 I D:o9kmlw63sCj7meCgAkvtD6ygZgF-697xcxei H EOycoEvLDTI V_FGT2Vfe6XJ UOLUGDzEK27 7-2-0 r 7-2-0 Dead Load Dell. = 1/8 in 4 3 4x12 II 7-2-0 77-z-0-0 Plate Offsets (X,Y)-- 1:0-1-2,0-2-12], [4:0-3-8,Edge] [4:0-0-0 0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deFl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.10 3-4 849 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.23 3-4 353 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.09 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.17 3-4 489 240 Weight: 24 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 275/0-5-0 (min.0-1-8) 2 = 188/Mechanical 3', = 87/Mechanical Max Horz 2 = 130(LC,12) Max Uplift 4 = 122(LC 12) 2 = -83(LC 12) Max Grav 4 = 275(LC 1) 2 = 188(LC 1) 3 = 130(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-249/432 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph;.TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 lb uplift at joint 4 and 83 lb uplift at joint 2. LOAD CASE(S) Standard daeiry - ileast tla atdr r.ne. t'a 'h 19JC UsX.I.i fERN16 U."11111CM {Uf1 x .11.t ,. %1Cp ,CadEXr to . PeUy diuP,iaea9ers air rti An m ras 1,51 l x Dn+ry;iC.; ns lh dannf I: hsba ,! E 16- Skni aa-a e "s Uoln; etbrnst stdtf a ne lW alp Nfey tan;ti,pa. Our a.. a,ed In me T)D 1411.114. 4! tms kupE 6met <y dtr Wiese a see) .1 iliMp is r ateatm.e d tie pottsstud rrye nr=,ems luny tie irsp c tit lewtpll.n DD m9 sad. PI, The seq—telarz Intrpnann sodo'9 Ar;thany.T; T3RIh0 ilI,P.E. J dasl: t If a-si p did d..tD r7ta0 a:rjstw atsafthe Win Dtso ^»surhdta R m C .4 Ire, M ) E ,irleeedial '1e,4""ah DDmleail ll da mldmlaMy scat tllel 6s ek ,!t.ei. a=pmtia'ry9 80083 Ikt f aD .lyrca [ta•v aa;ette.101 aM tie 1?rl rt af;al h- 0 me kla j( paea Sdedl er t G4 P.R, ei! 19.4 S14 t aj—d'e Pond aid t iP Ikxe:'Nr Fmsa nts m. xi a3.i nsltii aerl .)rsxe upma mf fass Fsade¢ae, nail 4451 St: LllCle Blvd. a9arnudefiad Et ataSal aPna swan xnrDry It dl ie' s esaaf. Ile ins & , }rana,.XUi xa SaVl.at6s,:taa,a 1 s<.raaa _.yfaetts r anliat. EIIe3 .K rm na?ti idae/nif(I.- Fort Pierce, FL 34946. Coppiahlll; 12916A1loaf fousses-,Anthony1.limbo 111,F.f. Reproduction of this document, in"cry form, isProhibited wilhotthtwiihenpermission from AlRoof husies,ArthonrT.tom66i11,1`1: Job Truss1- 17rus—s-ry—pe Qty WRCEB2FM J7T Jack -Open 7 Fyj Job Reference (optional) A0008875 O mun: a. itu s NOV iz zul t rnnu 6.IZU S NOV 7Z ZUl / MI I eK Inaustnes, Inc. Mon May 21 10:08:55 2018 Pagel ID:zRSREVFepZFZ_OLY7U9jIztnLF-aLhKgHfL2XWpDyp6vx_X2BoS . SszN WiSig51 ofzEK26 1-0-12 2-11-4 6-11-4 1-0-12 2-11-4 4-0-0 d 3x10 II 3x4 = 0 0 Dead Load Dell. = 3/16 in 2-7-4 2 11 4 2-7 4 4- 6-11-4 4-0-0 Plate Offsets (X,Y)-- (2:0-2-0 0-0-2),(3:0-1-4,0-2-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.12 7 >666 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.30 7 >274 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(CT) 0.10 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.28 7 >290 240 Weight: 35 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 240OF 1.8E 1-3-8 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-9-4 oc bracing. REACTIONS. (lb/size) 4 = 175/Mechanical 2 = 3'77/0-2-12 (min.0-1-8) 5 = 107/Mechanical Max Horz 2 = 155(LC 12) Max Uplift 4 _-124(LC 12) 2 = -68(LC 12) 5 = -10(LC 12) Max Grav 4 = 175(LC 1) 2 = 377(LC 1) 5 = 147(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-303/350 BOT CHORD 2-8=-579/294 WEBS 6-8=-319/196, 3-8=-337/663 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=:1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other iva Inads 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 4, 68 lb uplift at joint 2 and 10 lb uplift at joint 5. LOAD CASE(S) Standard W aiq-flare llc ld mve tx%l IX MISSES ffm&[a{TIMMIA "KIT1, I1Mi"s,xEElf'In>, iKtlrlr;iy Euenden a'diM dse. ru;l sss9e:.ri iq.1R; eN Ms Aql il.k .u:;tE krl ,xt!Fer 3n. -.. dd<seaMe:.ise std:lntle T;wlr dal aMT js ,ad sif SIG ilUUfe dla eD lftlrett;i q InE d- ,a sed iP6 eFe ns d are Nt td ss d 's [ Anil lnf>r url sflatka s:t-:rl sa?r`iNwMe `O( Ir Mdi"1. fFe a»a;seupiee..ltt ne4nws; srildAn- e e da w rI she rMlmd n. kern,:u-a Ittivic r dh a an I'm! E a n d nl T qp'ib dM *oo,."Wd fS' N&I W41 Anthony T. Tarnba I-P.E. eae:aMneyvr80083tdP,tUsrcaears [ury Ce rc e e n.l U sni t e l xnn of 1r 1 1 d r1 &rA1t j (oeEoaed W& I u K r ll 464lfl nd S16 d!-'e n F >, IM 1a Ise r reiiero a nes a. b:v a't t re tRulanti'1 z. o-e. a e ma rr . w,daCRee x 4451 St. Lucie Blvd. t rse ldiaNEtsexWaeeieeiaairmqlydlEwtnrc1tail"e ,.r grza.:lui >F datl 1ee,n ,rtl 4s a ga.dan o.dAaS 01;;I a'?x... Ad InRll -- Fort 1 St. L El Blvd. opynehltS 7t16AlioelT ossrsAnlhanyT. TomboIII,VE Reoiodomaeotlh Tdoi mem,inoayleielsprohihitedvrithcotthexrittegpttmsvanf,amA-lRaotcrosses:Ar'hon+T:lomhoIII, P.I. - - 4 d Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 200 i 2-0-0 i 5.00 12 va 0 0 0 2x4 o russ ru ss ype Qty y A0008876 WRCE82FM VO4. Valley Truss 1 1 Job Reference (optional) Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MfTek Industries, Inc. Mon May 21 10:08:55 2018 Page 1 ID:o9kmlw63sCj7meCgAkvtD6ygZgF-aLhKgHfL2XWpDyp6vx_X2Bof8S?kNZnSig51 ofzEK26 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 ' Plate Grip DOL 1.25 TC 0.06 TCDL 10.0 Lumber DOL 1.25 BC 0.07 BCLL 0.0 Rep Stress Inca YES WB 0.00 BCDL 10.0 Code FBC2017ffP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MfTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 100/3-10-13 (min. 0-1-8) 3 = 100/3-10-13 (min. 0-1-8) Max Horz 1 = 9(LC 16) Max Uplift 1 _ -29(LC 12) 3 = -29(LC 13) Max Grav 1 = 100(LC 1) 3 = 100(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 2 3x4 = 2x4 4-0-0 3-11-6 DEFL. in (loc) I/defl L/d Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) 0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 10 lb FT = 10% avr-P:!ast'ie w; 1 erc+h.'A 1C1F tUSSES;.Sc,1,... .Stt 1,W., i,GYDi.kS.GitDa, [U I,,,tKe.#EEDea ST oa fe,tka .-Fpaemmsed rad me, ea ti, T,T,i ip G.r++y,,sD:-A sxami,T. Isak 11 F.1,ane.Sud feint,..ine., s;ar+se"'W. a? TM tdr M et;xtaeduttds Felt wear± t.l:kemd.is 1 .t,m.yueer re.SFea .aiiv..r tt s 'na•rt;J Y ens .rttlea..i' iles svai:.gre 57 µ.,s'yhr^»9 calm:;iiln t sdn En?s i 9+s1, xatt FI:. r 3 ; „+xE s wat g m _ "e::ue ,A€1thony T. Torn-o lli,. P.E: d pnis la aaml-ice ttpa a duet 16 a sni/x ear +.y ;} :x., rneu,t mfketl( Reltttxeme 11nla1;iata9 M€ (Ynjs Idyl F K .'I It da I tm a,;meehq seneit mrrrcmd ups>IIe n .u,, d. : 80083 - Zt n [ to hir [ emoia W. led 'rl-_tee pi s osire x tH:w»tnsdd•Iddar tt Mi fleenu,( dN [ 1 d1 tw 1> l tom: ,w wl, is ad+r;k d3.7 ,.t..c; ..t p41.++a r t, y.r-e r tle::4451 St Lu ie Blvd. dee ; t it wji caheJ.Fm q , r rg y x pa!Ix p d e[ :k 3nif Ot y+E ue=.is rb I t M Wrl btraii. a sf i!ttea,yst I , k d4q. t. r3p At i t +; ai ii ddwe u - '- apil; 4C;l01hllRot itusses h1honr,LEsmbe111,V.f. itpteduttisnctlpisdc:umrnlmanp'lem ipiodibi(ednl`enllterri=.ttenpermrsioctien:plRaoiLussei:-Amhuayl.lemholll;P.f: o russ Cuss Type ty lily A0008877 WRCEB2FM V08 Valley Truss 1 TJob eference (optional) vn 0 0 rtun: a. izu s NOV 12 Zu1 Y rnn[ OAZLI s NOV 12 201 / Mi I ek industnes, Inc. Mon May 21 10:08:56 2018 Pagel I D:o9km Iw63sg7meCgAkvtD6ygZq F-2YFi 1 dgzpregr6OlTe WmaPLmBSEJ601 cxKq bL6zE K25 4-0-0 8-0-0 4-0-0 4-0-0 3x4 = 5.00 12 2 1 3 2x4 2x4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code. FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 260/7-10-13 (min. 0-1-8) 3 = 260/7-10-13 (min.0-1-8) Max Horz 1 = 24(LC 12) Max Uplift 1 = -75(LC 12) 3 = -75(LC 13) Max Grav 1 = 260(LC 1) 3 = 260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-282/364, 2-3=-282/364 BOT CHORD 1-3=-266/232 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.0psf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf' bottom chord.live load nonconcurrent with any other live loads. CSI. DEFL. in (loc) I/defl L/d TC 0.29 Vert(LL) n/a n/a 999 BC 0.56 Vert(CT) n/a n/a 999 WB 0.00 Horz(CT) 0.00 3 n/a n/a Matrix-P 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 1 and 75 lb uplift at joint 3. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 22 lb FT = 10% twzq f`?9SF'3M aJE(aE r is10 tsttca.iY 1St i7E 2rgDi k't Y-tvr ;ra,.p[P..iTr in.h iu PnmmM ni Q, Ez rwSla,s W;.r N.raa,:P.1!- t.t>",ie P., liletttti- SmiW ii.. .x¢;a taeuisE Si.E ta'h iLE. atlrxE21.Y.£I'[•;M:S SE¢i1 rtQ3'i? htt SGl d ll.¢ F.him.1. /'F"' Ikf 4. i)FI £{ AX. 61n£¢l rdl,siwi -+,Sw PEES li fM dSitdl A'a£iuih i di.^.¢4 Mgt? t: J EBI.¢FtEf !I, t3 i.il§F¢.v'Ar"MS.:iFp7Vt^i::47t Anthony T 't;. FE tar. r ssaierti d 'sr ¢ elm t £ arsaettri H»ri t ixz - ;FI¢'^•1 I ad£'le drEi SS min ¢¢ii ci cii. srre¢ On1iJ II',:RE: 3 tr* M a 9 h as£e 6 M Iii Me itt Fkt ¢ i d !vg tth 5d is ttr £ t rnsmi x. s ysllld n _ 80083PEdoigeFidAiII33idN:E (>t^ kl iaaF t (aS¢ a'$d'i lef £se 1 ! 31 it Litt( liN4 d B; It¢dFtt PIIjdA3ht.e9 3¢-¢i aaidak59d .Pi .,.F0..;.`: tS.E,.ji.EtlFhf Sad 13, kIIlFd6Cgit-(EStCFEr¢.Ln.¢dgae E rgga yrdN;n o-e teniuDt.E Ery . a¢J.rn t.lagW,i¢¢3 s s.sians• ,>> ,t id y. e:f¢p wi di F,a¢dr'at¢td r. 4451 St L eie Blvd. a .. For,'.Pieue, -L. 34946t¢pYiB'w10?6A7Roul (ru55ei'A61honY[ISmb ill P._. Rrp£sdu7ian;lde3i dc;umrm: in Edr ds mi.mhi6n.d rEti«au7lpe wid(tn ptimis;ae Item k-I iaot 4ariii-Aathuay 1, ioxbo ilFF.E f o russ russ ype ty y A0008878FJobReferenceWRCE82FMVM2ValleyTruss11 optional) Al Roof fmsses, Fort Pierce, FL 34946, design(alaltruss.com v 00 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 5012-0-0 (min.0-1-8) 2 = 37/2-0-0 (min. 0-1-8) 3 = 12/2-0-0 (min. 0-1-8) Max Horz 1 = 26(LC 12) Max Uplift 1 = -12(LC 12) 2 = -29(LC 12) Max Grav 1 = 50(LC 1) 2 = 37(LC 1) 3 = 25(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for 10,0 psf bottom chord live load nonconcurrent with, any other live loads. 4) ` This truss has.been designed for a live load of M.Opsf on the bottom chord in all areas where a rectangle 3-6rO. tall by 2-0-0 wide will ;fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon May 21 10:08:56 2018 Page 1 ID:o9kmlw63sCj7meCgAkvtD6ygZgF-2YFi1 dgzpregr601TeWmaPLgHsMu601 cxKgbL6zEK25 2-0-0 1 5.00 12 2 3 2x4 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.03 Vert(LL) n/a n/a 999 MT20 244/190 BC 0.02 Vert(CT) n/a n/a 999 WB 0.00 Horz(CT) -0.00 2 n/a n/a Matrix-P Weight: 5 lb FT = 10% 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 1 and 29 lb uplift at joint 2. LOAD CASE(S) Standard w-"I Ynsr i-01 tv:i. 6"A 106fS8-5—,r,..v,ltf:,1.B.trXO•LJXi,tsrd, FU'S,..In s<.:(OSY.Sr Vie.-rn!h is asxter,Esabe ev} Its Ulm, Ess 4eplrrng,.66 as3 st u'71.Ivalel f. E.v t[..sittl Xttttf YY.. .'at,36'tn st,sesa!u PO; uI• q' eMr»Ccr lld sshtl to rti iu ,: teh tut. E;ttt rm yivin t.i9:r+a}atn, aesd as i'plasztk.t xt tspEs:a:afMksmdisagl mst•,vt et et &i11 vrt rl i. rrt p mxtns :t»1 uG'im _!: st:iq ,Anthony T.-Turns,oll;P. E. RE Fit's 4A, a i dal ?• esptrz dII C s r n a(s»iX tgxt dEdolNl 06,d4' v.NRCNK kiv rtl)ii Al .1 N-1ft.podd t 3vai.tWi or.fI ,s;nrx-43 0.1 tat? scmea! niq'kai.'!+ wsdtl'id. _ 80083 n t Ifi tPt pasd mn -.kan itdn7et ;atpEu sure ryu ar4 G..tgt xva+nSd-t h'_iemmt px veiS Httf citl -,un ix pwdt, WI +-s;ie.ytvt 6::ts are Emt I t t•n,-r.sid r+ss Gtsga'.vruee ut imskudvruer,.,Jess i Ott ,<,s 9<!ail t, (hrt ex eaq i ag Ore i ,nd•a kL.i, Oe.ip feyxs nv::l er delay t sgaei, s S•slea vyse+d teAt,al ..etv iEi tri i„r. at ii lthxxe p - - 4451 de Blvd. Fo,...izeir.c. e, e,rL.,349a6epyigk7 ):.t0?6A3peatirutte, RrlhopriasmbcIII, P,[. tepicdntticndlhisdaumsntrinap{1c n,:i iohibitsdti<i,:aNlhsaiit€enptemissinnficmAlinciT;tlSSES-AOt CRyt.10.T.00III.P.E: o russ cuss ype WRCEB2FM VM4 ValleferenceJob A0008879 optional) a n 0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0J Rep Stress Incr YES BCDL 10.0 Code FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 88/3-11-6 (min.0-1-8) 3 =-74/3-11-6 (min.0-1-8) 5 = 273/3-11-6 (min.0-1-8) 4 =-27/3-11-6 (min. 0-1-8) Max Horz 1 = 66(LC 12) Max Uplift 1 = -13(LC 12) 3 = -74(LC 1) 5 =-123(LC 12) 4 = -54(LC 3) Max Grav 1 = 88(LC 1) 3 = 58(LC 12) 5 = 273(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 2-5=-217/380 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed end vertical left exposed;GC for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Run. o. icu s Nov iz zu i i i-nnr. o.izu s NOV 12 zut r Mi I ek Industnes, Inc. Mon May 21 10:08:57 2018 Page 1 I D:o9kmlw63sCj 7meCgAkvtD6ygZq F-W kp4Fzhba9m WTGzUOM 177ctzTGi NrSHIAza8tYzEK24 4-0-0 4-0-0 1.5x4 11 3 5 4 2x4 G 1.5x4 II CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.13 Vert(LL) n/a n/a 999 MT20 244/190 BC 0.06 Vert(CT) n/a n/a 999 WB 0.00 Horz(CT) -0.00 3 n/a n/a Matrix-P Weight: 12 lb FT = 10% 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 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 13 lb uplift at joint 1, 74 lb uplift at joint 3, 123 lb uplift at joint 5 and 54 lb uplift at joint 4. LOAD CASE(S) Standard cs gP` §."esg iggF Me k.;10 kU StK r`'.R 9P (i-t#i tl6r iMi is uis [q~i S.KINIMYliI ilfi±k:g4 yxsge essil,nl resar s.i.rs fii.pD• ,q DP esd n. rs,xat. atnhl.f tneusa<tNstay. des, e>hao u,t ee a'ii 1CP: rrhN4rt"le !ci! n^x! ', nh Ifill i I•r e g is 5"!vl a;n r0 a t 9. >; s . c'+Iineei+ ds xw .g=e rg esgtts z:yhi, sd+spdn=.irlx i sd eG ft4'k+19 ei ak, 9 ia. f_ g esr)ns.:o q a, .#: ,;r w e brwS ;' ; spe chef s nef snir Irgx iei:_.'=1'"a' A [ S iSriH lk ittiAe'k a ld iw.aeiai Nf ie.n inele't l etsr le eRel s' cx +aathx f ae: eM . Anthony T Tontbo.M, P.E. u. r q 1 , i ldl o n e rest/ ih o!. 80083dtrichp<, u1 uAsis Npf i A i.-ei per eee ns FsGm nSeff IC ,.fie L F - !e Hm4t n lb,g dIei inly 3e.F;eH,md r. ad ln,ei lh.g .rsv s.,eggea pl ss MnAx er Feutln -.,e de!Srl h, (w 3:s azuf geia r a:gh a: gatRi eien tet„s: Ik p ST r 4!1:.fn t, Idug M, pre,i s i, lea ngti.. d tMeq . syiln.,ei i. a. ae n'Iduee .Yt: - - - 4451 St Lude Blvd. fan. F6 ler:e, FL..34946Cpyiy.,i":iUl6-kRCJtfitlSSeS Afi{Ipmf,tFmbCui,p:E. tfp4dD1joflC,i.".i5d6;UmN.ISeayIve isPlohiha,dKiIW1Ee neflpo'el ioeLemAIioclT:ucies AatLaayl.lamboIII,P.f: JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION STDTL01 CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. 400110" A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34945 772 408-9p10 Attach End Jack's I w/ (4) 16d Toe Nails @ TC Q 3) 16d Toe Nails @ BC 2 0 r` Attach King Jack w/ (3) 16d Toe Nails @ TIC & 24" Strap w/ (6) 10d x 1.5" ea.. end @ BC ttach Corner Jack's r/ (2) 16d Toe Nails @ TIC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TIC & BC (Typ) bnr Horse Ymay+=r. rz+a<t IJr 11 3`i;+let'=cr.tS, €:.ik',;(Mt lY,ri;4`,IOii.f! rti ePE/x..-K3%1 F ,Y,i'e3 de.s,sans.+w+:::adm+K'!x=€=:'s pe,y. M..a, TC:!wt[x ,E a. RN;a;fE In e..; v v, 1v.;; c tas,.s w3oei. q: nh wld u.lera jl s ve x tie 0.rcse 6d lilt [r p Span !spwr;m .taw. ;G.:q. sru aa.:pcae f a wd mdh iw ..,n:vs<lea a, sib na3ie a•p:.dm 4€; . mr ,w, *ieb cmauus:'sdgwi an =:bkim knkh,rV i Y nL=J iTl, p: E. eK =rsga.+'n is rr € !u;rv2 tta:5md'b, n tls .e±s e=?fsn.H gMln Mt,lent.+.za n2 nanza€neU [F'mf Mio wtar,,ar Ke 6 'M ypaq dlMlAmlM :ai .. Ya,+l+ess ulwza wshax dNge: ra.ew uk ppmisnElxt us,aii j> Q _ St Lucie 6 t€=d,, 4vrq=naN.rr:'.an Pq.1#SUS eK d'«,0.'l sa pY,i#t.T aiq G.,w-. ae #'nmvxY C j ktt.na#.F'e ^vrenL irri:tx.txlc;z+•Se:sSr ka sd onasxRal+s; be zi,3res Zaq.Eryaln sida.s xmfir-rz:.-.krss UCK-3;YG:. ezal :e id a7M l.Mo^. #''4 3++ GM ei n'jast NkF €,i..z33 j1 .]' 4 ex r, Ac(A Yrnq ds<r:a lP)t .r ^e€Fnimr«:P b cu •-iA:>s .I klmelt=kari ¢iPoi Fart P3e:.e.. "L 34946. ePTligh€::ObAlAt s?':rests AitPoeya;to allE_P.E'.f.>P!adurroae'aEzteaeoecr,ins¢,isrr,apmbiEiied.rirwrarset rnsapea)rsiar:ficmA:Ifas,T;cst,.Rrths;Gioybo Ea,E< -- FEBRUARY 17, 2017 I ALTERNATE GABLE END BRACING DETAIL ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES @ 24' O.C. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 1'-3'MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. END WALL STDTL03 2XG DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIND. PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS. CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. SCAB ALONG NAILING SCHEDULE: VERTICAL FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6' O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7--10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131'X3') NAILS SPACED 6' D.C. (2X4 STUDS MINIMUM). MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE I ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL GABLE TRUSS/ / NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE / TRUSS UKAL TRUSS AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. DULY 17, 2017 STANDARD PIGGYBACK TRUSS CONNECTION DETAIL STDTL04. THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE.7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE w', CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" O.C. OR LESS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 PIGGYBACK TRUSS - REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24' O.C-) A-PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48" O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48" O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5" X 0.099") NAILS IN EACH PLATE TO ACHIEVER MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2" X 8" TEE-LOCKMULTI-USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. tdi ;»M37#r..m lxa.xt 1'se U:&3>.s.'.ii, i, zt i .ip.uT er N:. Ne xs.393i ,I rep oL=&: a shF ak le g-+a suad trgaw ,rg r=o =r F{ .+e de s of s,:nfx esttcfH tt.i^ ,, 1 1..' tq qFn hci :. f ka ie"s> :5 ,yt t'7'.i,F t TJi7i'1(. HI, at aer i I 9,sa'_a Yam h91- MC rai;ruhx t!trt a6rit't ,7ws " [ 3'n fI tk 15 a!n s »tl ;cw F N TN+Gt4'ei M IM m! `tit s41 - i gt^f€ t yr; Calmat I'dN x1 iWf m n a a"r+g Nizafrat• i t t M m drseix a td4 kttar R#$ iqt psrs-x Est. mtmh 6u` bt3 fk > .x r. i[:ca rt t t aiJms I Ama-«s ..!s .h r, x9 msi rl ^s ..>I ,yrr, +. a.gs.+g reis r+,. aubpa M.a 4451 <r ttd, E1Vd:. T ru,>3F;3 tx 3smie., a ratm o;N.: au n_rs e#,rd kimc ,c rpa n.' i-sria:a 7P e; i s:1=sita k l.;'rametl stir 6-.t«,ar._u' r :R` Fort*viet.fi,.F:. 34:146. a. i0(j'%Q".t.'`,'i IQ IRdd'I .Li5:5 b1!6Ghy f-OlaEPt r.Y`.I...Eyttd43Y'JR OY t[4.5.{0.AE6!. i!nfx11,3S PIA'iOFi rlalt`2.Wiliitl!yx•S'iSSfpA In' 'A -I RSCi)14S3t09.ibAT,J i6MtSJ.III R.E: r. JULY 17, 2017 TRUSSED VALLEY SET DETAIL - SHEATHED STDTL05i A-i ROOF TRUSSES 4451 ST. LUCIE BLVD. GABLE END, COMMON FORT PIERCE, FL 34946 TRUSS, OR GIRDER 772-409-1010 TRUSS GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5' WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES: 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING, DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. II II 11 II it II II II II 11 11 II II II II II II 11IIIII 1 IIIIII IIIII11 11 IIII II II11 it IIII IIII II II II jl Ii 11 11 II III 11I 1111 II II 11 11 II 11 II II II II 1 II I II II 11 VALLEY TRUSS II II BASE TRUSSES TYPICAL) l SECURE VALLEY TRUSS W/ ONE ROW OF 10cl NAILS 6" O.C. r 1 ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4" X 4.5) WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A LE END, COMMON SS, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. Ixxw , I ,. 1i7I1 : i n.Is sCdasrtel,. SKI t ss.t_•rra..«3sz , ae>sae_a ,,.,..,G ;•t;n,r zn>, I er-#tie F..'6 I,..',r e n--gnmintleratrots.@f A NN4,01i salt itJi m 1at U .n3 lr;x, rtlbt l..ee a x r tatE fa' ,Yj)F -ie i>'sf ih+id .x + 1 i 'a)t3mfit da.cn ,artex,;h ,a,(oti3 H1, P,Enarv!`^ i pit w. ag npe:s;3y s{ry a t G.aw m ret e9s t F 61 q slew. h ire al hiq Ib 9 AVs.:amx U A wea ti. T spyxnl Vie' iesl 4- trS i .=Aogiema t a,e a:,pz*aou xt als i3 ry s a. 3l 01 Y Tonto _ e G. cre Jt,xxe x6 magi #a6 el aaruh. aed l#sg'-e as C l^ire u5r4 lx Mazc;C,^I mlu flm L.l get yaa Hmd s€ e tlxautt ai r _ a n IPl; arx 0t ias.eeslr-a lscM..me,s rri;Y pt esh ss r.:a'ii , y[ < . mcP.;1 ^ k.ner4os"Nc ...,.d ¢ Our .+ mlMug ne+ mx ss r ;rop s a hy#pU w e •sIe I y*tser hiA c t1 ,ul zeI'm- tlN;1 m.}I a0. s1r,Y{Igh.s 29P0t.€kntXTr ssas-4slhev4l Fart 'Ie ct, F_ ior5u:1'.,f#.F.pcdulaimd>'sdttu evt, it ccp larm 3s prA ioave w rhawrltleA gerr#ssia um A.) 10DIfumes knuvy 1 ekmas`Is9:€..'3e.4SG I FEBRUARY 5, 2018 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 SECURE W/( VALLEY TRUSS TYPICAL) TRUSSED VALLEY SET DETAIL STDTL06 GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL A'. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NOS - 01. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. TRUSS, OR GIRDER TRUSS UC I /11L M NO SHEATHING) N.T.S. P 2 SEE DETAIL "A" BELOW (TYP.) BASE TRUSSES GABLE END, COMMON TRUSS, OR GIRDER VALLEY TRUSS TRUSS TYPICAL) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF ATTACH 2X4 CONTINUOUS #2 MAX SPACING = 24" O.C. (BASE AND VALLEY) SYP TO THE ROOF W/ TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS3 (1/4" X 3") WOOD SCREWS INTO EACH BASE TRUSS. s`erm, q>iszrSa ¢d...,.. b_ Y-11 411.,,i3'i.,:ltr pe k,ii. r-ad;d S2R,IY%5lbS!dk?'Ct I4, CA(f,j#s t;ii':x r•,rt hrsjupta::rw#+xemusarrr.r rtt -.a7e y'iW, ml-S tAmr1 'aTr iit. e,(t.., kaa#p==. ipl-tdx:_3e fE+t At I.D,e w s Au:Icry Tin L.;.?iI,:R.E. ufi a» :u[r am 3esdn >i yceiaikq!6t C.ix 6! sthu q rctM Gxims, 6.•ar• x w.•g ib H.a+ltt rd!^ Y 49am, e, cat M igtory# 'c!rort 5 ! AEns dh 1 nlw c imxt 4 _e^,e atx a zm b e+ r 1 >i- Ai di6ap $Y$#ts aafmaut -+axs 11P m'7f i(j, Ik,ii(i'! Iat¢' s(11aP .%pd lFs¢It E"R's aEia'ki1'1lfw Fit 11 (1W# 5 t.:eE]f llattl,mH+iL 11 a``1.,'b*t- Y rtl ona5 i1 C1 „E -7 ,it5i. :m.'rP53i. 'ts .t+.nfi,'l u.'.z<. C 8Lude mr.•ut rt tr rironrrg:r .,pesmn vq t, e?Inrs's.•ns .tt lb;s. ur-4 ?>oae s 3;14eik,x, wx,. ?r ,sm 41,mai.+wlbic,+s !#r.H N'x ar.rros s.! rr,. 30 ? voE-61aC. e - - Fort4'i_r(e, FL34946.. ttpyri; bl-ZOlbdi&nalieiSses kq*my thmYail'U 4p1ww7iesdthis towmel it oay:om,:tpsobliltd r'a4-oithe wlwtt,msm,00Lomd lEae-i:oses AwlwylJo.691jYE,. JULY 17, 2017 "` v JJLv VPILL LL I 7L 1 LJL 1 /lIL HIGH WIND VELOCITY) STDTL07 7Taar A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ATTAC WIND DESIGN PER ASCE 7-98, ASCE 7-( WIND DESIGN PER ASCE 7-10: 170 MPF MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: 1 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY LIND_.....___ . DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10" ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A NON-BEVELEDu I IMAXIMUM6/12 PITCH NON -BEVELED BOTTOM CHORD BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) 1'nE,yP 3>bs.gryiert R lit.t("YKS,'Yt<tJ,,6,A(I)titiMSii4N:.ti;r[i,dAlY(t;q;i{lAMi...Ml,Bf>t, Y.drd;:yn/ans,zrd.,iE..+Nhrtwilbe>sjip..rt;.aP;mdt la'nilil,?.4.9 w!iia p.rcr llks !&n: P2.ea ! it tL&jn ;ia ream edam b eg,.ves r faa'. it i6r pnh a art+* pu l,lu &.a ss.d z+ p t(iE,a+i Ex :i uk Aq pd.;s if vi ixm ta.JuE wtt ztrtz>aiit+$> m m>^ rr a ,t ,. zlrmi dx Gl4.abs;ae k tw'AtIA IU 21k and 15?Iwwt Itm d wtElni 't+m:eru f b.rn w-iw le- dmtl z:ixld;ps y 0eI8Etfe .qM un€:aux2t i-az;= ezrsi x sK;.. pmc and e'>I p; 04.hemm Was"scr Ni PreI ;.L_ f4 trt S, tilW W.ae Ase.a3 I—)3.drat ?i feha D._,3tz: tares iK sntii tl4',t11111111 >y, r`„e ltaain t.usaia, eet paa jk -tMnut+JrlE. i rss aPZWm s la inni Pr aii ten 9 er.l lw tl itpykK n xee tt{ D{ lA P-1 T-111 ,1.o-b T Tn.in ill D'4.' Andionp 1 anbo Ill, 2.[_ 800S3. 4451 St t.icie Blvd, 34046 FEBRUARY 17, 2017 A-1 ROOF TRUSSES ST. LOGE 8"D. FORT PIERCE, FL 34946 772-404-1010 STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED. TO 2X4 VERTICALS W/lOd NAILS, 6' O.C. VERTICAL STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. STDTL08 VERTICAL 2X6 SP OR SPF' STUDP2X4 2 DIAGONAL BRACE 4) - 16d NAILS16d NAILS SPACED 6' O.C. 2) lOd NAILS INTO 2X62X6 SP OR SPF #2 2X4 SP OR SPF #2L HORIZONTAL NAILED TO RTICALS SECTION A -A W/(4) - 10d NAILS DIAGONAL BRACE 4' - 0' D.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12PROVIDE 2X4 BLOCKING BETWEEN Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS, AT EACH END. ATTACH DIAGONAL BRACE .TO BLOCKING WITH (5) - 10d NAILS 4) Bd NAILS MINIMUM, B 3X4 = PLY200 STD SPF SHEATHING ROOF SHEATHING DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2) - lOd 2. CONNECTION BETWEEN`BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAXT- NAILS BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL, TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF-,10d NAILS SPACED `G' O.C. TRUSSES 0 24' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM 6. AT 4' - 0' D.C. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH 16d NAILS SPACED 6' D.C. HORIZONTAL BRACE TO BE LOCATED AT v SPACED 4B' D.C. ATTACHED THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) - STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHE- 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. TO BLOCKING WITH (5) - B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. AT 1 BRACE POINTS lOd NAILS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE FIF NEEDED TRUSSES. 10. 10d AND 16d NAILS ARE 0.131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS HORIZONTAL BRACE RESPECTIVELY. SEE SECTION A -A) 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSO. END WALL MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP #31 STUD 12" O.C. 3-8-10 5-6-11 6-6-11 11-1-13 2X4 SP #31 STUD 16" O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4 SP #3 / STUD 24" O.C. 2-8-6 3-11-3 5-4-12 8-1-2 2X4 SP #2 12" O.C. 3-10-15 5-6-11 6-6-11 11-8-14 2X4 SP #2 16" O.C. 3-6-11 4-9-12 6-6-11 10-8-0 2X4 SP#2 24" O.C. 3-1-4 1 3-11-3 6-2-9 9-3-13 DIAGONAL BRACES OVER G' - 3' REQUIRE ,A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE: 1.60 CONNECTION OF BRACING IS BASED ON MWFRS. T-BRACE / I -BRACE DETAIL FEBRUAR'Y 17 2017 WITH 2X BRACE ONLY STDTL09 rig;, r m Ia; 1 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 NOTES: T—BRACING / I —BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T—BRACE / I —BRACE MUST COVER 90X OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T—BRACE / I —BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6" O.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T—BRACE / I —BRACE (ON TWO—PLY TRUSSES NAIL TO BOTH PLIES) NAILS SPACING k BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T—BRACE 2X4 I —BRACE 2X6 2X6 T—BRACE 2X6 I —BRACE 2X8 2X8 T-BRACE 2X8 I —BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T—BRACE 2X4 I —BRACE 2X6 2X6 T—BRACE 2X6 I —BRACE 2X8 2X8 T—BRACE 2X8 I —BRACE T—BRACE / I —BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS NAILS WEB NAILS WEB I -BRACE T-BRACE SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF .THE TRUSS WHEN IT IS PLACED. ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. USE METAL FRAMING ANCHOR.TO ATTACH TO TOP CHORD BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT ATTACH TO VERTICAL ATTACH.TO VERTICAL USE DRYWALL TYPE SCREWS) WEB WITH (3) - 10d SCAB WITH (3) - 10d NAILS (0.131' X 3') NAILS (0.131' X 3'). ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0131' X 3') USE METAL FRAMING - ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d TO BOTTOM CHORD NAILS (0131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0.131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0.131' X 3') TRUSS 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS 0.216' DIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) FEBRUARY 17, 2017 I LATERAL TOE -NAIL DETAIL I STDTL11 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. A-1ROOF: TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451 ST. LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE, FL 34946 772409- 1010 TOE - NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 c 135 93.5 85.6 74.2 72.6 63.4 ozJ 162 108.8 99.6 86.4 84.5 73.8 M 128 74.2 67.9 58.9 57.6 50.3 c Z0J131 75.9 69.5 60.3 59.0 51.1 N 148 81.4 74.5 64.6 63.2 52.5 ri THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE -NAIL. SIDE VIEW APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. (2X4) 3 NAILS EXAMPLE: j NEAR SIDE 3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD NEAR SIDE FOR LOAD DURATION INCREASE OF 1.15: 3 ( NAILS) X 84.5 (LB/NAIL) X 1.15 (OOL) = 2915 LB MAXIMUM CAPACITY NEAR SIDE 45. 00' SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE 00, 1 J F FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVO. FORT PIERCE. FL 34946 772A09-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. 1,1111111.2.'s TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) OIA. SP OF HF SPF SPF-S L7 131 59 46 32 30 20Z O J 135 60 48 33 30 20 M 162 72 58 39 37 25 J 2E O 128 54 42 28 27 19 LD Z Z OJ 131 55 43 29 28 19 W 148 62 48 34 31 21J J_ N Q Z 120 51 39 27 26 17 Z 128 49 38 26 25 17 O 131 51 39 27 26 17 J 148 57 44 31 28 20 r7 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30* WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER ENO AS SHOWN. 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE_TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0162' IA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND OOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X ILO (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND., IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. USE (3) TOE -NAILS ON 2X4 BEARING WALL USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR S: E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY IL NAIL NAIL SIDE VIEW END VIEW FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT STDTLI3 o A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 I .Z) x 4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-105 29'-0" Mean Height, Exp. B, C or D. IP April 11, 2016 A-1 ROOF TRUSSES' 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS 4) 12d TRUSS 2411 o.0 UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES STDTLI4 4) 12d MAX 3011(2'-611) 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 a:.iK-mt.r WriyN,sr,=r+be'::1.,,.,tif,SS; iltitR-.6 [.f; [;[„Slit Pm ^.w^W*f;1[..;x. eaEK"tua. Yxfik.g parrr t.. eei:etlxMx.n...rny S+ryn say iS:af ar35x.•.'ts#1'..t.,tRriwr!'vn sd.rs,r. ik4s: t0eri sriaa t¢sr lA: »i' M:Itz+xantwp N.xee.k.sxi.r+,e .b;nurdd. is s Ordg.rpxx: ;h z.:;aw e., I: 'stalxxr lDG atrenxtxntpaztds#t rn,axl aot -fx dfx paat:re)rnste,:kl>aarc i'nS tat., xur (N.i. ib ti-a.xs>s.tratyl aimR laer tto:. ;.:xL.Irr Anthony T, Tomb-- AI, P,E. a tKs :i.• m s a'Ks w anrdr :ter s:«,• ar t a sK •at_,aKk it t mtt. t tnKay . «t ,p-. arm t r,t t . .z, +a u,,,a as. at s mr,a flt733 EUy i y. .i.t 'Yq IN r4i 'm L d. YxnW eiM1 N51 tti.WD I saj Wi 1. 4451 SCE lti,Sf! 8MI, c3a „t xex<4 a(teKz. vpu4 pae i+i lstl}sS.xzN Iairr, 0e„g [spas, ss :a art3 Jlty bisy ,.a7 f m .eptex e>s«xai. AN;y bi.Nkt saifrl xel it .11 f, Fort 1_l..C+, FL 149-16 tacit gM 1)I4A IRcal iressa 4mhcap t, tamla 111, P.f, Repwdeii-andieisd<:am<ci. is asp let spsoRi,U.t w boltA xrntaspnruu`an laem ASt Rey[lmsars Aeth;ap 1, tanbc W FJ, FEBRUARY 17, 2017 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND DAMAGED OR MISSING CHORD SPLICE PLATES STDTL15 A-1 ROOF TRUSSES 4451 ST,LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X INCHES) MAXIMUM FORCE (LBS) 157 LOAD DURATION SP DF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36' 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48' 3657 5485 3346 5019 2829 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' D.C. AS SHOWN (131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' D.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C 10d NAILS NEAR SIDE 10d NAILS FAR SIDE TRUSS, CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17, 2017 " I SCAB APPLIED OVERHANGS I STDTL16 G A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD.', FORT PIERCE, FL 34946 772-409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' D.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 400 SPACED 24' D.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES NU I L ALL I KUJS I U WALL ANUIUK I KUSJ I U LEDGER CONNECTIONS BY BUILDER r NOTE: Trusses are designed for SHINGLE material. Notify truss manufacturer if material is other than shingle. to m m n" FLIIE IL7U 1 4- i FL7U T FI10 T1.10 HL1D 1 - V 1 t'T] 4:74 1.i 0 2l120' 2'U' 20 20 TIr 20" I IU I'' FL70 l ELIO it )./2 I FIX) 70.. 1 I i J C 1 FLOS t FLOG I ..... ........ .._.... U.... ......... ___.. FIJ T Ft.11fi. FI02 i FL06 f FLU I f PLiX,: y 1' 1,02 N 1` 1.A' ufli4 4 m114 1 i F 1F Fimc 1 FA tut c)' i Al II 1' 204' _ - 19, 4" 40 U" 5 i- 3 5/ 8" 55 8 11 _J d 1On 5r- 1' 0 3 /4" HATCH LEGEND n+12" TRAY CLG. 8' - 8i1 / 9' - 4" A.F.F. 1S'-1 7/9" / 1S'-97/S" A.F-F Truss Load Alert Boz Truss I. D. Gravity (> 5, 000k) ; Uplift (> - 1,0004) Horizontal I> 350#) UNLESS NOTED OTHERWISE) NOTE: ALL CEILING DROPS BELOVV BEAM ARE BY BUILDER ( UNLESS NOTED OTHERWISE) NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER I. TO BCSI-03 AND/OR ENGINEER OF RECORD j.... .__.-- ..... REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING A JUS24 THD46 CB JUS26 I<1) MSH422 THD26H> MUS26 THD28 L; THD48 E) THD26- 2 M; THDH48 C; THD28- 2 N) THDH28-2 JUS46 Oi NB HANGER BY BUILDER LOADING RODE FLOOR WIND LOAD 0 LIVE LOAD 20 40 ASCE 7-10 o. ¢ 00 DEADLOAD SO 10 150 MPH EXP C 0 LIVE LOAD 10" 0 CATEGORY 11 i m DEAD LOAD 10 5 ENCLOSED TOTAL LOAD 40 55 FBC-2017 i DURATIO 21OLDE 1. 00 TPI-2014 REV REMARKS 1112i2ATE t - a is understood that above conditions have been reviewed APPROVED are acceptable for the !--'7 APPROVED A5 NOIED fabnca:€onattrusses. elevaho as:. i fasciches, overhangs, REVISE AND REA,B"r`T as,ceiling elevations/aitches, bearing REJECTED conditions & all detail pertaining to this truss placement plan. No back charges will be accepted DATE without previcus wrif!en approval irom an A-': Roof Trusses representative. REVIEWED BY PLAN DATE) ARCH y--- STRUCT I-/--- CUSTOMER( RYAN HOMES JOB NAME I ESTERO BAYv2 "F` QvhP.GE IEFS OPMON(S) r.6157V? -t,1 - COMMNTY _ LOT 55 LOT 7fBLDG _ BLDG TYPE # JOB # 72144 MASTER WRCE82FM DRAWN SCALE GATE ,3i22/ 2018 ECC NT. S IS 0, 700 Pn d M a A Tf URSEE5 HIP LINE 162 . A FLORIDA CORPORATION i VALLEYLINE 26 ` Ph 772- 409-1010 / Fax 772-09-1015 http:1` wvtiv.a1t;uss.corn SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Tracy McDonald Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdona@nvrinc.com Property Address: 3641 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0550 Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIALl1SE ONLY r, G Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: FEW floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-2904 Reviewed by: Michael Cash, CFM Date: June 14, 2018 Type of Work: New Description of Work: P CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 6 . U Historic District: Yes No Residentia Commercial El ration Repair D m6 Change of Use Move El Plan Review Contact Person: Jamie Blackwell Phone: 407-323-7515 Fax: 407-323-8954 info z7api-orlando.com CProperty Owner Information Name` Y J Phone: Street: Resident of property? City, State Zip: Contractor Information Name Advantage Plumbing, Inc. Phone: 407-323-7515 Street: PO Box 1117 Fax: 407-323-8954 City, State Zip: Sanford, FL 32772 State License No.: CF-0057881 Arch itectlEngineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application O IC : In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, 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 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agrnt "` "'" '""" I>ate Print Owner/Agart s Name Signaturo of Notary -State of Florida pate` OwneTlAgent is Personally Known to Me or Produced ID Type of ID q 1V-11 Signature of Contractor/Agent to A. Thomas Smith Print Contractor/Agent's Name - -- rat ' Slgra rc o .,'cttaary- e L Wam Cke-Smdh Date1. W NOTARY PUBLIC STATE OF FLORIDA Cornet# GG136859 Eltpires 8121/2021 Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical [] Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes [] No APPROVALS: ZONING: w W UTILITIES: WASTE WATER ENGINEERING: CONEHENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 9 Y Landscaping in Right -of- CRY1$77— www.sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a Y driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know wbat'sbelow. size and location of the existing right-of-way and use shall be provided or application could be delayed. Call before you dig. 1. Project Location/Address: 3641 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: 0 Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction of New Single Family Home This application is submitted b Properly Ownw.. Signature: Address: 4307 Vinelan Rd #H- 0 rlando, FL 32811 Phone: (407) 692-9831 Fax: Print Name: Tracy McDonald Email: trmcdona@nvrinc.com Date: 06/26/2018 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attom s fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's rigl]t ff- ay. I have Signature: the above statement and by signing this application I agree to its terms. Date: 06/26/2018 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date Date Date Date 7-R-U18 November 2015 Kuvv use unveway.parn 6/25/2018 SCPA Parcel View: 17-20-31-5VC-0000-0550 Propg rty Record Card Parcel: 17-20-31 5VC-0000-0550 Property Address: 3641 CRAWLEY DOWN LOOP SANFORD, FL 32773 Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value W..._._............ Depreciated EXFT Value Land Value (Market) 67,000 14,000 Land Value Ag I Just Market Value `° 67,000 14,000 l Portability Adj l j Save Our Homes Adj 0 0 i Amendment 1 Adj 0 0 i....._............. P&G Adj 0 1 0 I Assessed Value 67,000 l $14,000 Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 55 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes 1 TaxingAuthority Assessment Value luesExemptValues Taxable Value i — County General Fund 67,000 0 ; 67,000 € Schools 67,000 ; 0 ' 67,000 City Sanford 67,000 0 ; 67,000 SJWM(Saint Johns Water Management) 67,000 ` 0 67,000 j County Bonds 67,000 f 0 ! 67 000 Sales Description I Date Book Page Amount Qualified Vac/Imp I, No Sales is Land W. ..... Method Frontage Depth Units Units Price m YLand Value LOT 0.00 0.00 1 $67,000.00 67,000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date http://parceldetail.scpafl.org/ParcelDetailinfo.aspx?PID=1720315VC00000550 1 /2 LIMITED ]POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: Tracy McDonald an agent of: NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and applic4tion formwork located at: Address) Expiration Date for This Limited Power of Attorney: May 20,2018 License Holder Name: Robert Lattanzi State License Number: CBC125756 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this 2Lday o , 200 1$ , by Robert Lattanzi who is ®ersgnas#4knoi?un It or o who has produced as identification and who did (did not) ake a oath. gyp Ue', VIRGINIAOTERO MY COMMISSION # GG 06325/ s, ar EXPIRES: Jamay 17.2021 S igna Fo, F'VQ`\ Bonded Thtu Budget Notary Services Notary Seal) Rev. 08.12) V I Anh w ^ cyr=01-4:0-p Print or type name Notary Public - State of e L Commission No. 47Ai 04s 32 " 1 My Commission Expires: I 1'7 21 X B sCITY OF SANFORD BUILDING & FIRE PREVENTION t. t, Application No: Documented Construction Value: $ 3 Job Address t } _ Historic District: Yes No Parcel ID: Residential Commercial Type of Work: Neav Addit on Alteration Repair Demo Change of``Use Move Description of Work: 0, ti I e) oxt_' 4 c'r, , ,0- -0 Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Title Name C Phone: L D % ugu Street: ( , Resident of property'? City, State Zip: Q Contractor InformationName *Q CC --Y—'.i 1, ` Phone: Street: -J CSCl-L- l ? Q Fax: h% ( P47 _ R C'E-, City, State Zip ( ( T 3 QI&q State License No.: 1.==-t (fo 1 p Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER:. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. 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 perforated to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code. Revised: June 30, 2015 Permit Application Ll NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of pen -nit is verification that. I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbe. considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceedthe actual construction value, creditwillbeappliedtoyourpennitfeeswhenthepermitisissued. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Owner/ Agent's Name Signature ofNotary-State ofFlorila Date- Owner/ Agent is Personally Known to Me or Produced ID Type, of ID 2 li` gnaturc of Contractor/Agent Date P, nt Contractor/Agent's Name r signature of'Votary- State ofFlorida Date PAMELA S TERNUS Commission# GG 110622 y; a Expires August 7 2021 FQF FL BON04 thru Budget No Services. Contractor/ Agent Personally Known to Me or Produced ID Ty e of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Construction Type: Total Sq Ft of Bldg: Electrical Mechanical Plumbing[:] Gas Roof Occupancy Use: Min. Occupancy Load:. New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: ENGINEERING: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June N, 2015 Permit Application REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 y Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: Min Max inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final RGkW 17 'iS;.Rf67.? Gf tilk^,..d -[ UMB iiNGsPERMIT np 9. Yr3'44t 7jS R'yy y 4 ' M1121 Inspection DescriptionMinMax 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final C,. M'Z4 i4 O1VIECiiANICALtPERMI+T Uyn k_.' 4 -' l'r`?"..eti A J 'P7' 7r F W 7 F Sa ," ' .., < Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 DESCRIPTION AS FURNISHED: Lot 55, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, PublicRecords of Seminole County, Florida. f BOUNDARY FOR / CERTIFIED TO: Ryan Homes/NVR inc. PART OF LOT 36 [ 8 ` f © PALM HAMMOCK ALLOTMENT P8, 1, PGS. 104-105 S 00*1 B 41 " E 62, 50' drt 7. 50' LOT 54 1T UT zq 7. 50' P. C. pp 353_95' 41I6' LOT 55 30. 0' 0 10. 0' FORMBOARD FOUNDATION TOP OF FORMS = 27.70' 0 e 19. 3' O ti N p LOT 56 P W i 0 h 15. 00' 0 i34." p0' 25. 20' 25,20' 10' U17L. ESMT. - 6. _ S 00"19'09" E 62. 50' CRA WLEY DOWN -LOOP 50' R/W PRNATE ROAD) G BUILDING SETBACKS• AS FURNISHED PROPOSED - FINSH£D SPOT GRADE ELEVATIONS FRONT = 25" PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR - 20' PROPOSED DRAINAGE FLOW ,c drti0 IMPERVIOUS COVERAGE = 2,431.t SQUARE FEET OR 33.1X SIDE 5' FOR 40' LOTS 7. 5' FOR 60' LOTS LOT GRADING TYPE A 05 OQLOT CONTAINS 7,347t SQUARE FEET SIDE = LIVING AREA CONTAINS 1,7661 SQUARE FEET SIDE = 10' FOR 75' LOTS PROPOSED FINISH FLOOR a PERPLANS27.7' QQ- CONC PORCH CONTAINS 665t SQUARE FEET SIDE STREET = 25' GRUSEXffE' YETR-SCOTT ASSOC., INC. - LAND SURVEYORS LEGEND - LEAN - 5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P • MAT PAL - MWT [W LIE IP. . Um PIPE LR . LRDI RIID PRL. . PBWTT IF R RSE CULVAiURE P. C.C. • F1IDLT W CRPUDLD WRVANRE 1, THE lNlDERSGNNEO DOES NIWEWI' CERTFY i%4 7NL5 SIINVEY UEEIS THE 57ANDUtW OF PRAL`OCE SET %OATIF Bl' TIE iLDWLM BMRO OF PROFESSIONALSURVEYITRSAND /LAPPERS W CHAPTER SI-17 AD41DL ADAVNISPL1M .DOE PURSIMNf TO SECDON 471027. FL.IWA STATUES SET LR. s L/Y [R ./BLB 43% SI. COTCRET[ MD l 43 IE[. IMWK NR • Na"RAUAL VP. . VTTNFSS P®Tf 2. MUSS EAMOSSED WW SUME1MRS SIWMTURE AND OR4W R4MW SS4, TMS SURW AW+ OR COPIER ARE NOT MOD. J. SURVEY WAS PREPARED PRE BIFORMATATN FURA991ED 70 RIf SLWVEYOR PBRE MAY BE .THE7T Rb7MCROVs MCP/ EMD P. DB - POWT " BEGDNDJr PAC . P®P lF CI INENCDlTTT TALC.: • CA MATED PRBL . PFRMAMOIT TLETERENCE lWMENT OR FASdEN15 THAT AFFECT THIS PROPERTY. ORTHIS4. NO LNUDGROUND WPR01'EM ITS LMVE SM WCATED UMMS 0"MMLSE SHOWN. S CENIERL' Fl. ... FODSIED iLODR ELEVATIdI 3. TWS SURVEY OF PREPARED FOR THE SOLE BENE3TT OF THOSE CVMFED TO AND SILD NWNOTBE RELED UMN BY ANY OTHER OM.. NLD NAD A M. ASL.. • DUIL m SET Apl LITE B D. DRIDMONSSHOPPFORTTFLOCARONOFWPRON]ENIS HEREON P40ULD NOT BE USED TV RECDNSWTMT EARY LINES. REVT, F IT vAY lA . VASE B WG 7. BFAJU?C ARE BLED AS TAW D MU AND ON THE LME SHOWN AS BASE BFARMC (9.a) DNABA . DRANADE 8. ELLTAPONS F SHOWN, ARE BASED ON NOOK GEODETIC VERPCAL DATUM OF 1D29, UNLESS ODIERMSE NOTFD. M. s UTTLTTT I. • CNAW LINK FENCC D. CE? TTXATE OF AUDiOFCATION Na 459R V FC • v FENCE C/B - COCRCTE BLOCK smr F- 1 • 20' DRAWN V. P,C PLBM 6 CURVATURE P.T. • POWT orTNTBENDY CMnED BY., DATE ORDER Na . Desc.-DEsuLTvnDN R RADD S PLOT PLAN 06-07-2018 3568-18 LENGTH D FORMBOARD FOUNDATION/FLEAS. 09-24-2016 6327-18 CCD,`, I QLD DCARWG NORTH Je. U. ENTHISBUILDING/ PROPERTY DOES NOT LIE WRHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER i7R. SM" R.L.S f 4801 ZONE "X' AP 12117C0090F (09-18-07)