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HomeMy WebLinkAboutSUBMITTED PAPERSf OFFICE USE. ONLY: qbj DATE FILED: PLAN REVIEW FEE: RECEIPT NO.: ��-- �� PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP, NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue SCANNED Ft. Pierce, FL 34982-5652 BY 772-462-1553 8t. Lucie County APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLLANCE PROJECT INFORMATION a 1. LOCATION/SITE ADDRESS: J� o �f 1 2. PROJECT NAMEA/—+/eaU C�e SITE PLAN NAME: 3. PROPERTY TAX ID #: A iot 'f j _d lb.S — O00 — 5{ 4. LEGAL DESCRIPTION (attach extra sheets if necessary): /,oT 30,-dP 4b I/ b� N-PS 5. PLAT BOOK 6. PAGE NO. I �� 1 ZA , 7. BLOCK NO. 8. LOT NO. r1500 i 9. PARCEL SIZE (ACRES/SQ FT.): A/ MoRt LOT DIMENSIONS: tvOC7 5C �� S 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY:. 45ei ee I /1- t f� 1►�i-- c � R`T �2 2 o te kxesue. o" 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: o� 1.0( LEFT SIDE: o?O. 7� 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION EXPANSION/ADDITION [ ] INTERIOR RENOVATION { RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: 14. SQ. FT OF CONSTRUCTION: b 15. SF. FT 1 st FLOOR: 16, VALUE OF CONSTRICTION: $ 3 0J rho The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. if the valuos $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDgrED 6/25/09 Cl NAME: J ob vU ltr¢ /42iy ADDRESS: K f4y- CITY: /l i C) P W I C �— STATE: C7 ZIP: 063 60 PHONE (DAYTIME): Kb) p — 1-7 q Email: /7— IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: PHONE (DAYTIME): STATE: ST. of FL REG.CERT #: ef(i(f� b S"7Sv ` ST. LUCIE COUNTY CERT #: BUSINESS NAME: k+C ao-612g c-4-wL, QUALIFIERS NAME: .A aek S(fu(/ / Ik ADDRESS: CITY: PHONE (DAYTIME): 77 ARCHIVENGINEER: M 3 ZIP: STATE: % 'C_ zip: 3 r g/-5-3 FAX NO. 337 — 56&Y Email: ADDRESS:OTh 5i2- eeT CITY:STATE: PHONE (DAYTIME): C_ - �S 6 ` 073 j BONDING COMPANY: ADDRESS: CITY: STATE: MORTGAGE LENDER: "/VIP ADDRESS: CITY: Fc- zip: 3A�l Cam© ZIP: STATE: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 dafter notification it will be voided and returned to you -by avail. i I I 1 This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. 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 the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, .ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE 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 JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. �. -Q4 [ %417 OWNgh OR CONTRACTOR SIGNATURE STATE OF FLORIDA%&� . COUNTY OF The foregoing instrument was acknowledged before me this %Z24day ofL1tMl 20 by who is personally known I/ or has produced as identification. Signature of No ry KATHY K. CAM Commission No. + Notary( )8tg%ol F1,1b Commis*n t FF 1 Nly comm. expires July t 7, 20t7 44- (�� 4s;^,d, CONWACTOR SIGNATURE STATE OF FLORIDA �� COUNTY OF The foregoing instrument was acknowledged before me this /Zay of 20 ry , by who is personally known ✓ or has produced Signature of as identification. r ofo.r� i 1/ lk, StWo of Flaft C;OmrniC +ion H FF 175N ley Comm. expires July 17, 2017 NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. G FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR,TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON TIM FRONT OF THIS APPLICATION. ' OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For speeflgie in'Ptr actions see apl roprgate permit'heddiste ® FICE USE ONLY SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE LOT CVG % 2 ® TAZ NO. FLOOD ZONE FIRM MAP # 1 ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE AREA FEE FEE (RADON) LIBRARY PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE GENERAL 'SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE ✓ SPECIFY MECHANIC V ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING l/ FEES DATE SENT TO ADDRESSING: / REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE CO R REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE i I u 1. RECEIVED 1 (/ DATE COMPLETED INITIALS } PLANK, "G: & DEVELOPMENT SERVTrr,S B»xru°ng & Code Compliance Divisii_,:. - - BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): _kAe- have agreed to be the (Company Name/Individual N e) sub -contractor for (Type of Trade) (Primary Contractor) for the project located at _5­5/o S a /1,;, e f (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name ofthe Individual shown on the Contractor's License) j/1ic -r Y NOTARIZED SIGNATURES ARE REQUIRED Business Name: Address: 96 S ofee64- (/r J City/State/Zip: og�",P/re `% Irl° FZ_ Phone: 77Z-5'2- 8- 3379 email: � /Yrc STGNA PRINT NAME z-126 1 DATE STATE OF FLORIDA, COUNTY OF THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS * eDAY OF , 20 I BY WHO IS PERSONALLY KNOWN _ S PRODUCE �'o� "IY S • 3�Oq ."" DEANNA GIVENS AS IDENTIFICATION. ,.PRY *`�: Notar(HAM)ate of Florida �2.d � � G � �%� _• ; �: •_ My Comm. Expires Dec 16, 2016 Commission # EE 858761 SIGNATURE�ONOTARY PUBLIC ±i : PRINT NAME OF NOTARY P F ,FL,, °P��` Bonded Through National Notary Assn. 11, OFFICE USE ONLY: PERMIT# ISSUE DATE 1`to1,0119 1 PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DMSION 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY SYd� ,, !yam 7S"" will be using the following sub -contractors for the (Company/Individual Name) project located at .Q�G. - le u / `�qej- C�r' (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical Plumbing HVAC/ J/�. ��'� s Gc �`n ���� r�G �l6 Mechanical � e r k l Roofing Gas pE)�T IS5UE DATE: 11 NUMBER: TRANSMISSION VERIFICATION REPORT TIME 02/02/2014 16:51 NAME SLC CODE COMP FAX 7724626448 TEL 7724622963 SER.## BROE5J278861 DATE,TIME 02/02 16:50 FAX NO./NAME 93370684 DURATION 00:01:05 PAGE(S) 02 RESULT OK MODE STANDARD Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Plerce, FL, 34982 Phone,(772)462-2972 Fax:(7721462.6443 F 4RERTY lY MA TION Address. 5405 Palso Pines Cir City ! State 1 Zip; Fort Pierce, FI 34951 Parcel #: 1312-801-0165-00014 pdcLt ed REVIEW COMMENTS 1 i obby Owmer(s); John Haler Jurisdietion: SAINT LUCIE COUNTY Z:oni ng: RS-4 Lot#: 362 APPL10}_f_T.ION INFORMAr10N Permit Number: 1401-0380 Stories; Permit Type: BUILDING (MISCELLANEOUS) IAONTRACEOL:? 1NFORMARQAt Contractor Name: Jack S Black Business Name: L & C Construction Inc Business Addr: 2808 Sw Sun Ct City I State I Zip: Port St Lucie, FI 39453 B-ft EWS AND COMMENTS RevimZ n®Tvn® DOCUMENTS MISSING 1128=14 Cemmant: V28/2014 Comment: ,sa#us Rexiewed By PENDING Dawn Milone FILLED LANDS AFFIDAVIT $US SUMMARY SHEET Block; 1 Automatic Sprinkler System? No Fax Number; 772.336-8779 Email: Alydnsoz@Aol.Com Pate Started DAte-Aamaleted mate -Released 1/28/2014 1 - ob'84 �,�ttGLFi (/Ott4zu2 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 PROPERTY INFORMATION Address: 5405 Paleo Pines Cir City I State / Zip: Fort Pierce, FI 34951 Parcel #: 1312-801-0165-000/4 Zoning: RS-4 APPLICATION INFORMATION Permit Number: 1401-0380 Permit Type: BUILDING (MISCELLANEOUS) CONTRACTOR INFORMATION Contractor Name: Jack S Black Business Name: L & C Construction Inc Business Addr: 2808 Sw Sun Ct City I State / Zip: Port St Lucie, FI 39453 REVIEWS AND COMMENTS UpdQte8 REVIEW COMMENTS Page 1 Owner(s): John Halen Jurisdiction: SAINT LUCIE COUNTY Lot#: 362 Block: Stories: Automatic Sprinkler System? No Fax Number: 772-336-8779 Email: Alyonsoz@AOI.COm Review Type Status Reviewed By Date Started DOCUMENTS MISSING PENDING Dawn Milone 1/28/2014 1/28/2014 Comment: FILLED LANDS AFFIDAVIT 1/28/2014 Comment: SUB SUMMARY SHEET 1/28/2014 Comment: PLUMBING SUB 1/28/2014 Comment: ELECTRIC SUB 1/28/2014 Comment: HVAC SUB 1/28/2014 Comment: ROOF SUB 2/3/2014 Comment: VEG PERMIT IN DRAWER FILED UNDER "H" FOR HALEN ENVIRONMENTAL REVIEW COMPLETE Ben Balcer Comment: FRONT COUNTER REVIEW COMPLETE Dawn Milone Comment: PLANS EXAMINER REVIEW PENDING Comment: Date Completed Date Released 1 /31/2014 1/28/2014 1131/2014 1/28/2014 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 REVIEW COMMENTS ZONING REVIEW INCOMPLETE Lydia Galbraith 1/29/2014 Page 2 Comment: SURVEYS ARE REQUIRED FOR ALL BUILDING PERMITS INVOLVING A PRIMARY STRUCTURE AND FOR ALL ACCESSORY STRUCTURES WITH A CONSTRUCTION VALUE EXCEEDING $ 10,000.00. THE SURVEYS ARE REQUIRED TO BE SIGNED & SEALED BY A REGISTERED FLORIDA SURVEYOR. ALL COPIES ARE REQUIRED TO BE STAMPED BY THE HEALTH DEPARTMENT IF A SEPTIC PERMIT IS REQUIRED. PLEASE SEE OUR 1/29/2014 SURVEY REQUIREMENT SHEET FOR SPECIFIC REQUIREMENTS. PLEASE PROVIDE TWO SURVEYS UPDATED BY THE SURVEYOR WITH THE ABOVE MISSING ITEMS AND SIGNED AND SEALED BY THE SURVEYOR. �1 2/4/14 RECEIVED ONE UPDATED SIGNED AND SEALED SURVEY. PLEASE PROVIDE A 2ND UPDATED SIGNED AND SEALED SURVEY. (SEE ABOVE COMMENT) 1/29/2014 Comment: PLEASE BE AWARE THAT ABOVE COMMENTS ONLY REFLECTS THE ZONING REVIEW. THE PLANS EXAMINER MIGHT HAVE ADDITIONAL COMMENTS. View Bill View Bill - Page 1 of 1 JOHN HALEN 8 HUNTINGTON AVE NORWICH CT 06360-2127 ST. LUCIE COUNTY UTILITIES 2300 VIRGINIA AVE PO BOX 728 FORT PIERCE FL.34954-0728 000097481373 ------------------------------------------------ PLEASE TEAR HERE AND RETURN TOP PORTION OF BILL WITH YOUR PAYMENT. MAKE CHECKS PAYABLE IN U.S: FUNDS TO: ST. LUCIE COUNTY UTILITIES JOHN HALEN 2300 VIRGINIA AVE - 8 HUNTINGTON AVE PO BOX 728 NORWICH CT 06360-2127 FORT PIERCE FL 34954-0728 https://www. sevemtrentbilling. com/stlucie/cgi-binlstd. cgi?atpgmid=acctbilly&amp;wkacet=97... 2/4/2014 TRANSMISSION VER P-1-P, i1�ON REPORT TIME : 01/27/2014 17:18 NAME SLC CODE COMP FAX 7724626448 TEL 7724622963 SER.# BROE5J278861 DATE,TIME 01127 17:17 FAX NO./NAME 93370684 DURATION 00:01:10 PAGE(S) 02 RESULT OK MODE STANDARD Planning & Development Services Building & Code Regulation Division 2300 N irginie Avenue Fort Plerce, FL. 34982 Phone:(772)462.2177 Fax:(772)462.6443 January 29, 2014 19980 L & C CONSTRUCTION INC JACK S BLACK 2808 SW SUN CT PORT ST LUCIE, FL 39453 RE: Building Permit Number 1401-0380 REVIEW As of today's date the owner listed on your application is being notified has some issues listed in the comments below. Please address these issues as quickly as possible so that we are able to you have any questions regarding the comments below, please call our 0 P PERTY WFORMAT N cwNtt 5405 PALEO PINES CIR JOHN 1- FORT PIERCE, Fl- 34951 8 HUNZ NORWI APP ATION INEORMAT N Permit Number: 1401-0380 Stories: Permit Type: BUILDING (MI$CELLANEOUS) ENTS FOR CONTRACTOR Page 1 of 2 With yourself that the referenced buiding permit to process this permit in a timely manner. If rON AVE CT 06360 MWIR "O Aaw7 i-nWM01dTQ Planning& Development Services REVIEW COMMENTS FOR CONTRACTOR Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 Page 1 of 2 January 29, 2014 19980 L & C CONSTRUCTION INC JACK S BLACK 2808 SW SUN CT PORT ST LUCIE, FL 39453 RE: Building Permit Number 1401-0380 As of today's date the owner listed on your application is being notified along with yourself that the referenced buiding permit has some issues listed in the comments below. Please address these issues as quickly as possible so that we are able to continue to process this permit in a timely manner. If you have any questions regarding the comments below, please call our office. PROPERTY INFORMATION 5405 PALEO PINES CIR FORT PIERCE, FL 34951 APPLICATION INFORMATION Permit Number: 1401-0380 Permit Type: BUILDING (MISCELLANEOUS) REVIEWS AND COMMENTS Review Type Status FRONT COUNTER REVIEW COMPLETE Comment: DOCUMENTS MISSING PENDING 1/28/20142:06:48 PM Comment: 1/28/2014 2:06:48 PM Comment: 1/28/2014 2:11:27 PM Comment: 1/28/2014 2:12:00 PM Comment: 1/28/2014 2:12:17 PM Comment: 1/28/20142:12:31 PM Comment: 1/28/2014 2:12:45 PM Comment: Reviewed By DAWN MILONE OWNER INFORMATION JOHN HALEN 8 HUNTINGTON AVE NORWICH, CT 06360 Stories: 1 Date Started DAWN MILONE FILLED LANDS AFFIDAVIT VEG PERMIT PUT IN BIN FOR ERD SUB SUMMARY SHEET PLUMBING SUB ELECTRIC SUB HVAC SUB ROOF SUB 1/28/2014 Date Completed Date Released 1/28/2014 Wednesday, January 29, 2014 12:09 PM �,�ufitli UOua� � Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 REVIEW COMMENTS FOR CONTRACTOR Page 2 of 2 ENVIRONMENTAL REVIEW PENDING 1/27/2014 Comment: ZONING REVIEW INCOMPLETE LYDIA GALBRAITH 1/29/2014 1/28/2014 1/29/2014 12:08:35 PM Comment: THE SURVEY IS INCOMPLETE. PLEASE PROVIDE: PLEASE INDICATE THE EXISTING AND PROPOSED FINISHED FLOOR ELEVATION ON THE SURVEY. SEE ST LUCIE COUNTY LAND DEVELOPMENT CODE CHAPTER 7-04-01 FOR MINIMUM FLOOR ELEVATION REQUIREMENTS. PLEASE INDICATE THE CROWN OF THE ROAD. PLEASE INDICATE THE SETBACKS TO THE PROPOSED STRUCTURE. 1/29/2014 12:08:35 PM Comment: SURVEYS ARE REQUIRED FOR ALL BUILDING PERMITS INVOLVING A PRIMARY STRUCTURE AND FOR ALL ACCESSORY STRUCTURES WITH A CONSTRUCTION VALUE EXCEEDING $ 10,000.00. THE SURVEYS ARE REQUIRED TO BE SIGNED & SEALED BY A REGISTERED FLORIDA SURVEYOR. ALL COPIES ARE REQUIRED TO BE STAMPED BY THE HEALTH DEPARTMENT IF A SEPTIC PERMIT IS REQUIRED. PLEASE SEE OUR SURVEY REQUIREMENT SHEET FOR SPECIFIC REQUIREMENTS. PLEASE PROVIDE TWO SURVEYS UPDATED BY THE SURVEYOR WITH THE ABOVE MISSING ITEMS AND SIGNED AND SEALED BY THE SURVEYOR. 1/29/2014 12:08:35 PM Comment: IS THE PROPERTY ON CITY WATER AND SEWER OR SEPTIC AND WELL? IF ON SEPTIC,PLEASE PROVIDE TWO FLOOR PLANS AND TWO SURVEYS STAMPED FOR APPROVAL BY THE HEALTH DEP. IF ON SEWER, PLEASE PROVIDE A COPY OF THE UTILITY STATMENT. 1/29/2014 12:08:35 PM Comment: PLEASE BE AWARE THAT ABOVE COMMENTS ONLY REFLECTS THE ZONING REVIEW. THE PLANS EXAMINER MIGHT HAVE ADDITIONAL COMMENTS. PLANS EXAMINER REVIEW PENDING 1/29/2014 Comment: Wednesday, January 29, 2014 12:09 PM 521 NW�trpri�e D7iv� • Port St. Lucie, Floridi--r;'186 1 (772) 924-3575 • (772) 924-3580 (fax) FEB 2.6 7014 { en /:41-11- PERMITTING St, t.ucie county, FL FRNATt� IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAR METHODS .(SHALLOW DEPTH) - ASTM 6938 Project: 5405 Paleo Pines Circle Project ID: 14-0441.00 Address: 5405 Paleo Pines Circle, Fort Piecre Report ID: D-0001 Client: L & C Construction Date: 2/23/2014 Permit No: Field Tech: Mark Barkley Test Mode: _ Direct Transmission Area Tested: Foundation Pad Soil Description: gray fine sand Proctor / LBR ID: P-1 Max Density (PCF): 108.0 Opt Moisture (%): 12.0% Test Standard: D 1557 Compaction Required (%): 95.0% Probe Depth (in) Elev Wet Density (PCF) Dry Density (PCF) Moist. (%) Compaction Location % Results Southwest 12 0-1 120.8 107.8 12.1 % 99.8% Pass Center 12 0-1 118.7 106.5 11.5% 98.6% Pass Northeast 12 0-1 119.1 107.1 11.2% 99.2% Pass Testing Gauge Information: Manufacturer: Troxler Model: 3430 S/N: Density Standard (DS): 2363 Moisture Standard (MS) Remarks: Testina Completed Below Slab Grade iena Tor wevatlon: = Proofroll = Springline = Subgrade = Basecourse P = Top of Pipe 1, 2, 3 = 1st, 2nd, 3rd Lift FL = Final Lift BG = Below Grade BOF = Bottom of Footing FG = Finished Grade rest report shall not be reproduced, except in full, without the written approval of GFA International Jib Environmental • Geotechnical • Construction Materials Testing • Special and Threshold Inspections • Florida's Leading Engineering Source www.teamgfa.com 36442 635 111111831 e�#1�1yttQ�4 #`s®� OWR'ition,a nc: C0 ro W.Moler? F5VW §ionaBtkg'lnee�4�J'• �BB71111111e PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DMSION 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY will be using the following sub -contractors for the (Company/Individual Name) project located at .SYD5 I wea p/x-'eS C(/2 0e/Z e`e fc 3 9 99,5- (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical to 45� Plumbing Z Vat 7: Q s e AWL HVAC/ Mechanical < a1r�5 2 tT, /,3,�59r5r Roofing f /� . r Gc� �-� c 0_ Z Gas OFFI`CE USE ONIY'; PERMIT ISSUE DATE: NUMBER: 1 PERMIT # ISSUE DATE L I I . PLANNING & DEVELOPMENT SERVICES iwoBuilding & Code Compliance Division BUILDING PERMIT SUB-CONTRACTIOR AGREEMENT St. Lucie County Contractor Certification Number: !T State of Florida Certification Number (if applicable): 6V I3,C JI5 70 �C f okl& , have agreed to be the (Com zany Name/Individ I Na, le) r t `i C rb� � J Q i Sub -contractor for L `' C Can6U �J (Type of Trade) (Primary Contractor) ! For the -project located at JL os r I I�� �: 130-W I- o/uj - ci - (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES A_RF.-. REQUIR ,,D Blosser Eectric Inc. Business Name: P.O. Box 7305 Address: City/State/Zip: �.(:coj Phone: ���" email: I \6A b6af D�Da 1(4 SIGNATURE PRINT NAME DA E STATE OF FLORIDA, COUNTY OF � L V a- e— THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS DAY OF �tQbru�I�/ , 20 BY —A I ro� Mho 5seY WHO IS PERSONALLY KNOWN OR HAS PRODUCED OL_ AS IDENTIFICATION. (STAMP) SIG AT OF NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013KA ..N"""'•. GISSIA C.111ARTINEZ Notary Public • State of Florida �V ' My Comm. Expires Oct 24. 2017 "ya r.�g Commis=tan # FF 65994 nuN SNOWN 0 razor 7 Von PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 2 State of Florida Certification Number (If applicable): 1 Name) (Type of have agreed to be the Sub -contractor for L-A 02 oho ns��U cj; n j (Primary Contractor) For the project located at g—S LA©rj � R k P n r l h pe, — 4• Pi (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: ny 1CQQ y��1 j� Address: City/State/Zip: Phone: SIGNATURE Ld L(S - L4 b L40 STATE OF FLORIDA, COUNTY OF THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS DAY OF DATE WHO IS PERSONALLY KNOWN PRODUCED AS IDENTIFICATION. SIGN ATUR OF OTARY PUBLIC PRINT NAME OF NOTARY PUBLIC SLCPDS: 12/16/2013 NOTARY PUBLIC -STATE OF FLORMA Karen 5. Nielsen COMMisSior.. #DD1000358 Expires: JUKE 12, 2014 BONDED THRU ATLANTIC BONDING CO., INC. 20 OR HAS (STAMP) r.1,A1-41NJU'NU & L1:VELUFAIENT SERVICES F/ding & Code Compliance Divi, " ,i BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): Cr C / ,/ (Company Name/Individual have agreed to be the I r N sub -contractor for (Type o Trade) (Primary Contractor) for the project located at fi(-) (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name ofthe Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: C>>4J.ti e L Address: 1 5 w i>, , t- 0 City/State/Zip: O S L 1= C 3 Y S 5-3 Phone: N6f c email: 715 %ram cs /C,i 0i�� � P • G o T..h e 5 /7 5!p 2- eo- S . ATURE 7— PRINT NAME DATE STATE OF FLORIDA, COUNTY OF LLZC- L THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS X DAY OF It 211 BY �i WHO IS PERSONALLY KNOWN 1- 'OR HAS PRODUCED AS IDE IFl AT N I (STAMP) SIGNATURE OF NOT UBLIC PRINT NAM OF NOTARY P 6 SLUTSKY - • . Notary Public - State of Florioa My Comm. Expires Feb 9, 2018 '•'. ,x� Commission N FF 08352.2 OFFICE USE ONLY: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described prop I , (Parcel Id#/Legal description/Ad ress) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number 14101-- 0� ?-D , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Property O ease int) Property O)vner Signature Date �STATE OF FLORIDA, COUNTY OS (t-/O1� ( �j ACKNOWLEDGED B FORE TIIIS�=���—DAY OFr::C_byUQ-�:j,20" \ BY, / A Y 1 WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED r 1 �J a �� — — AS IDENTIFICATION. SIGNATURE OF NOTARY PUBLIC TYPE OR PRINT NOTARY COMMISSION NUMBER (SEAL) %%Ilp KRISTINE HOPKINS ?o c+4 SLCPDSD Revised 08/24/2010 = • Notary Public - State of Florida •'' .(y1y comm. 6piios Jan 7; 267 commission . EE 651612 NOW NOTICE OF VEGETATION REMOVAL PERMIT EXEMPTION Permit#: 20140124 Fee: $0.00 Date Issued: 1/31/2014 Property Owner: John Halen Date Expires: Upon completion of work, or 1/31/2015, whichever occurs first. Contractor: TBD*(see disclosure statement on page_4_ of_ application_ form) Parcel ID#:.. 1.312-801-0165-000-4 Project Location: = 5405 Paleo_Pines, Ft. Pierce Property Size: 1.29-acres Project Description: Applicant'requests-vegetationlremoval permit -exemption to clear exotic grass in order to construct an Addition (Building Perm.it #1401-0380). Per Land Development Code 6.00.04.E.,this activity qualifies for an=exemptionp-. No native vegetation'is permitted to be removed. - Field Notes: 1. HABITAT: a. Uplands: Residential - - -- b. Wetlands: None observed by staff. -Please note this does not constitute a state or federal jurisdictional determination and all formal wetland delineations must be obtained from appropriate state and/or federal agencies. 2. WILDLIFE: None observed. 3. SIGNIFICANT ARCHAEOLOGICAL OR HISTORIC FINDINGS: None Identified Mitigation: No mitigation is required per LDC 6.00.04. Exemption #20140124 provides authorization for removal exotic grass. Post Clearing Requirements: 1. Landscaping: The landscape requirements of one native tree per 2,500 square feet of property, up to a maximum of 17 trees, must be met. As this property is .29 acres (acres X 43,560 = square feet of this property) 12,632 square feet, (square feet/2,500 = trees), 5 trees (measuring 2.5" diameter at breast height (DBH) & 12' HT), or a total of 12.5" DBH of trees. Since this property contains well over this amount of inches of native trees, this requirement can be met by preserving remaining trees onsite. Please note that landscaping requirements are separate from, and in addition to, tree mitigation requirements. PLEASE BE ADVISED THAT ANY NATIVE VEGETATION DESTROYED OR DAMAGED OUTSIDE OF THE LIMITS OF CLEARING DUE TO CONSTRUCTION ACTIVITIES OR FILL PLACEMENT SHALL BE MITIGATED AT A RATIO OF 4:1 (4 INCHES OF REPLANTING FOR EACH INCH DESTROYED OR DAMAGED). PLEASE NOTE: • THIS IS NOT AN AUTHORIZATION TO PLACE FILL ON OR RE -GRADE PROPERTY. • CONTACT A PROFESSIONAL SURVEYOR TO DETERMINE IF YOUR PROPERTY IS AFFECTED BY OR LIES WITHIN A FLOODPLAIN. • THE APPLICANT SHALL KEEP THIS EXEMPTION POSTED ON -SITE AT ALL TIMES DURING LAND CLEARING. • THE PROPERTY OWNER AND/OR AGENT SHALL BE RESPONSIBLE FOR OBTAINING ALL APPLICABLE STATE/FEDERAL PERMITS. geit gal ew Yeviaw wiw4#rerrtae-act _ —d nn� 1'_ r� n Property Appraiser - St.Lucie Coi�r*,�,, FL 1 Page 1 of 1 PROPERTY RECORD CARD Wynne Building Corp Record: 1 of 7 <<Prov Next » Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 8000 S US HWY 1 ParcellD: 3414-501-1701-000-9 Sec/rown/Range: 26 :36S :40E Account #: 41242 Map ID: 34/26N Use Type: PRKG/MOBILE Zoning: CG City/Cnty: Saint Lucie County ' Ownership and Mailing Legal Description Owner: Wynne Building Corp ST LUCIE GARDENS 26 36 40 BLKS 1 AND 2 LYG ELY OF US #1 Address: 8000 S US Highway 1 RIW--LESS RD RS/W AND LESS AS IN ORS 2535-243 Port St Lucie FL 34952-2357 More... Sales Information Assessment 2013 Total Land and Building Date Price Code Deed Book/Page 2013 Final: 26192900 Land Value: 8440600 Acres: 268.76 1/1/1900 0 / Assessed: 26192900 Building Value: 17752300 Ag.Credit: 0 Finished Area: 75645 SgFt Exempt: Taxable: Taxes: 530466.47 BUILDING INFORMATION w cn INCOMEMODEL DISREGARD SMETCN SS Exterior Features View: - RoofCover: - RoofStruct: - ExtType: MHPK - MH Parks YearBlt: 1987 Frame: - Grade: Y_C - Commer C EffYrBlt: 1987 PrimeWall: - StoryHght: 0010 -1 Story No.Units: 1346 SecWall: - Interior Features BedRooms: 1 Electric: - PrmintWali: - FullBath: 0 HeatType: - AvgHt/FI: 1/213ath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth ASP2 - ASP2 LOW Y 1 7660 AV AV 1987 1 2800-PRKG/MOBILE XCS -Sq Feet 347500 2 2800-PRKG/MOBILE 130 -Site 1317 3 2800-PRKG/MOBILE XCS -Sq Feet 168035 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/prc.asp?prclid=341450117010009 2/19/2014 JOSEPH E. SMITH, CLE -- JF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3914032 ORE 3594 PAGE 1391, Recorded 01/09/201 01:20 PM Permit No. State of Florida County of St. Lucie NOTICE OF COMMENCEMENT Tax Folio No. jqoj-63� The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance wlth Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. Legal De ip on o�.prqperty: (an reet addre� s If available �' f',9 (tomo . X4A General description of Improvement:Azk,� i i / -ZA Owner Name contracted for the Improvement: - Address 0 jyay% 1 N y 7fJ'Yl �✓Z.t-o, �`_'t/K.G!! 7 L!�( Interest In property: Q(i�/t/6iC Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: iy R) e h�/fi1/ts �L ¢C �17� T�vGf� --7 Contractor Address: Phone Number: AI —. 'U--u 6 Surety (if applicable, a copy of the payment bond Is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Phone Number: Lender's address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(07., Florida Statutes: Name: Phone Number: In addition to himself or herself, Owner designates of to receive a copy of the Uenor'S Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number of person or entity designated by owner: Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the 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 JOB 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. Under penalty of perjury,) d�aV�ha read the foregoing notice of commencement and that the facts stated therein are true to the best of or Owner's or Lessee's Authorized Officer/Director/Partner/Manager Signatory's Title/Office) The foregoing Instrument was acknowledged before me this day o By " as J)'AIlu.r for Na of Perso Type of authority (e.g.officer,trustee) Party on behalf of whom instrument was exe11cutti/ied Personally known_or produced Identiflcatlon V . (Signature of Notaryblic- State of Florida (Print, Type, or Stamp Commissioned Na e o p ry Public) EDNA DANDRIDGE Type of Identification produced I✓ �r .y�ry i i� k: t Notary Public -Slate of Florida ' • e My Comm. Expires Aug 3, 2016 �d.= Commission M EE 187878 "`O d Bonded Through Nrlional Notary Assn. 4`iT� 6� PL IDA, Date: -- ... �, --• Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PFRMTT *: 14r,o - CSC) 7()B ADDRESS_ S 4bS p01101% l'nl} POO2e_ -3'P5-I BUILDER/CONTRACTOR: PEST CONTROL CONTRACTOR: — - -e G PEST CONTROL LICENSE *: -S& I. h, tk N.? We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: /cb � Percentage of solution: , D (% Date of Treatment: Footing 1-" Treatment Re -Treat Driveway I" Treatment Re-3 Other �►h ot� _ p 1st Treatment Re -Treat Chemicals used: __&2teilre- Total gallons used: LIl7 Time of Treatment: 1 D: o 0 - Slab - - - - - 1" Treatment' - Re -Treat Pools 15t Treatment Re -Treat Perimeter for Final Inspection 601—Ir Q Signature of Exterminator Note. There must be a completed form for each required treatment orre-treatment and this form must be on the job site to be picked up by the inspector at lime of each inspection or the scheduled Inspection will fail and a•re-inspect on fee charged. FBC104.2.6 Certificate of Protective Treatmentforprevention of termites A weatherreslstantjobs/te posting board shall be provided to receive duplicate Treatment Certificates as each required protective treatment Is completed, providing a copy for the person the permit is issued to and another copy for the building permit files The Treatment Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number ofgallons used, to establish a verifiable record of protective b-eatment: If the soil chemical barrier method for termite prevention is used, final, exterior treatment shall be completed priorto finaibullding approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. MR PNWC*l FL 34"2 772"462-2172 FIax ""A-462-ma% CIERTIFICATIE OF TEMITE I T IREATMENT CONSTRUCI-70M SOIL Tagg M-ENT BPERMIT' #;,1r 91-0qJOBADDRESS: wee Pc cAeIDER/00NTRACrOR,-L'c WC. PEST CONTROL CONTRACTOR: fkswt PEST OONTROL LICENSE #.- :ML1j r ok kj �r;) We, the Ur'd*f"9r"t hereby=tW tW we have pread the ftemabc,,.e described construction liars ublealnean termites In accordance Wlth the standards of the National Square met if area boated: - � �-o PIT Control Ass6dation. Chemicats used., 'ercentage of solution:. a U�o date of Tr tm —.Re-TmK .Driveway . .sr Treatment --Re-Treat ,0ther Treatment -Treat Total gallons uwa.- Tme-L%f V"T - * matment e 7,Trant Mere �m miarAVOR #MAO Ift.2.6 aleV he Pear to raraW- ar ftw'aw. A Doomrcow-oftasmonftNew ffiatP OWPMOL- Me pmdmV Uod, "'0"c4Wf4rM9&WAWP0=&flAw 7M nwmrt IdMifty af 0o 4W"* thne and dale 4f #0 mnamima" aW #7umbar af#AgWw wa�.eke ,erg WO commy mqwkft far the R ft CO, r , "Cemax Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: Project Code: Project Name: Ticket Date: Delivery Address: Delivery Instructions: Customer Job Number: Order Code / Date: Project P.O. Number: Order P.O. Number: Map Page: `Map/Row/Column: Dispatcher: Ticket Number: ie On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: J,: LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION QUANTITY QUANTITY QUANTITY .'_i .-..'_t: ii .. ,;?� :. �t .,;t ;. ._"t:. d.: 4�!,ii•iii-°tT� UOM UNIT PRICE AMOUNT Cash Check # /Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Check Without Standby Charges: Charge Comments: WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE .❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: -Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to'the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: r / within one business day after the receipt of materials. 68UNIVERSAL T ! This Delivery 'Picket 'incorporates herein_ by reference Buyer's previously execuiea U1 cuii t-XPt.n,caiiv,,; 11 ally, o 17L.L111 -- -rdex Confirmation (inc ng limitations of warranties), as if fully Terms and Conditions, Seller's Quotatic any, and Seller's set forth on this Delivery Ticket ("Agree t"). Seller will provide the,Standard Term; Conditions upon request. Buyer agrees that, unless otherwise rioted on the front hereof, all -quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. A r_PuFr ATV CVMFNT / CONCRETE PRODUCTS / PLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and.other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type 1P), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock. sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards- Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. -- Lii-� concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause, coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves: eye protection, and appropriate, protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dustAf exposed to dust above recommended limits (see IVISDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately �flush eves with flowing water for 1.5 minutes. If dust is inhaled, move'to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner.Suite 1900 V7 combined Houston. Texas 77024 02/12 For.mofe information please visit www.cemexusa.coin. Este ticket de entrega inc.luye como referencia al-comprador (ya previamente ejecutada en su apiicacion ae crecuLo); cuauluter t6mlino estandar, condiciones del- vendedor, propuestas-del vendedor y orden de confirmaci6n del vendedor, (con limitaciones y garantfas), wino actterdo total del ticket de ent Aga (``Contrato"). EI vendedor proveera los terininos est�indares y condiciones detal- lados en caso cle asf ser requeridos. Con este documento, el comprador acepta los misinos ya antes mencionados y que las cantidades y materiales fucron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo at contrato; at mends que se identi- fique con una nota at frente de este documento. n 0uVC1 A""IQ / CVX4.V]d1TO / PRODIICTOS DE CONCRETO ! CE.NIZAS VOLANTES Los productos de, agregados son materiales naturales como piedra caliza, dolotnita,.granito, coca volcanica, arena. Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea v estuco. Los productos de concreto incluyen cemento. Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, Brava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener mas de 0.02.5% de silicio cristalino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritaci6n et! los ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados. pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria..Polvo del manejo en el trituramiento, pulido, corte y/o perforaci6n puede contener materiales' silicos. Jos cuales pueden causar silicosis pulmonar y,cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatufa calida, reposar y tomar grander cantidades de agua. Las cenizas volantes pueden contener atnoniaco. Seguridad: La hutnedad puede causar la liberaci6n del amoniaco. La inhalaci6n del atnoniaco puede causar toner, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acudir ininecliatamente at medico. El riesgo.en ]a salud depende en la duraci6n y et nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la pie]. Use guantes, protecci& en los ojos y ropa Prirneros adecuada Para protecci6n. Ldvese las manos con lab6n suave y agua despues del manejo de materiales. Evite in,halar auxilios: polvos. Si se expone a polvos mas de los lirnites recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los. ojos, inmediatamente fluya agua en la parte afectacla por 1.5 minutos. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con- sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmecliatamente si la irritaci6n continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinaclo Houston, Texas 77024 02/12 Para mas informacion visita wvv v.cemexusa.com. i` ccma>% Plant: Begin Loading: To Job: Arrive Job- Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: ~Z. Project Code: Project Name: Ticket Date: Delivery Address: Delivery Instructions: Customer Job Number: = Order Code / Dater Project P.O. Number: Order P.O. Number: Map Page: Map/Row/Column: Dispatcher: Ticket Number: Due On Job: Slump: Truck Number. Driver Number: Driver Name: End Use: �C:_;,'... _. _^rc:..�_L. , :-�•. _.t tr•. �_ti i.l�._ii:�:Y :-. �s _.. i-,l )_: LOAD CUMULATIVE ORDERED MATERIAL CODE Y PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY . -f: _ .. �. .' r i.+�_�� .. - , �,', .rat••; l:_ .. __ .._/.+b: r:� ,+.++ .. _ ._ . li Cash Check Comments: Check # /Auth Code: I Signature of Driver Receiving Cash: Cash Received: WATER ADDED: n% % GAL Total COD Order Amount to Collect Without Standby Charges: YARDS IN DRUM: WHEN ADDED. .� SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates; but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or propprty'line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to-i6portant factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handliM-.infgrmation, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTH04VED SIGNATURE: within one business day after the receipt of materials. O 68UNIVERSAL I ar- `L:. V ..I R. K This Delivery Ticket incor orates herei,, by rekerenCe BtrYer s previously executed C>edit Application, if any, Seller's Standard Terms and Conditions. Selleer's Quotati f any, and Sellers order GunfrrtTration (ini ing limitations of warranties), as if fully set forth on this Delivery Ticket ('`A�rec.,,�.�t").Seller 'Ivi. res and itemseswere delivered as inclratleclon Conditions request.on Buyer agrees agrees to that unless otherwise noted on the front her . ,f pay in accordance with the .A re _ GATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan ('Type 1P), roof tile, and stucco. Concrete products include Portland cement and aggregate products including liniestone,.dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025%.crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irrigation to eyes, skin, and%or respiratory tract. Dust from handling,, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of amtno- ❑ia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs..See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled. move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner. Suite 1900 V7 combined Houston. Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega include Como referencia al compradot '(ya previamente ejectrtada en su aplicaci6n de credito); cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de conf1rrnaci6n del vendedor" (con limitaciones y garantias), corno acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera Jos terrninos estandares y condiciones detal- lados en caso de asi ser requeridos. Con este documento. el comprador acepta los mismos ya antes rnencionados y-que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagan el monto de acuerdo at contrcto; al mends que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturaley como piedra caliza, dolomita, granito, rota "volcdnica, arena, gravy y otros materiales silicios. Los productos de cemento incluyen Ceniento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra ealiza, dolomita, granito. rocs volcanica, arena. Brava, y otros materiales silicios. Estes productos incluyen cenizas volantes (fly ash) la coal puede contener mas de 0.025% de sihcio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en piel y Ojos, y reacciones alerg*icas" en la piel. Concreto seco y polvo de agregados. pueden causar irritaci6n en Jos Ojos, piel y/o en 14 zona respiratoria. Polvo del manejo en el trituramientci, pulidO, corte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonary cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grander cantidades de agua. Las cenizas volantes pueden contener amoniaco. La hurnedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o Seguridad: quemaduras en la nariz. garganta y pulmones. ACtrdir inmediatamente al medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con Ojos y contacto prolongado con la piel. Use guantes, protecci6n en Ios Ojos y ropa Primeros adecuada Para protecc16n. Lavese las manos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de los limites recomzndados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los Ojos, innif-diaiamente fluya agua en la parte afectada por 15 minutes. Si se'inhala polvo, exp6ngase a aire fresco. Si el cemeiu fresco tiene contacto con sus Ojos, livelos a fordo con agua. Acuda a a:enci6n medica inmediatamente si la ;nnii.ci& continua. V7 coinbinado 02/ 12 _ CEIVIEX, Memorial "Hermann Totver 929 Ges:,ner, Suite 1900 HOUStc'_,,'i'exas 77024 Para r: '.stforri�aci6r� visits �.vww.c ernexusa.com. W1 a MiTek' RE: 71284 - Halen Addition Site Information: Customer Info: John Halen Lot/Block: Address: unknown City: Port St. Lucie Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: Halen Addition Model: Subdivision: State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 Wind Speed: 160 mph Floor Load: N/A psf Roof Load: 37.0 psf This package includes 20 individual, dated Truss Design Drawings and 0 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. I Seal# I Truss Name 16ate No. Seal# ITruss Name Date 1 IT4944640 JA1 7/24/013 118 IT4944657 I VC 7/24/013 12 I T4944641 J A2 17/24/013 119 I T4944658 I VD 1 7/24/013 1 13 I T4944642 J A3 17/24/013 120 I T4944659 I VE 17/24/013 14 I T4944643 A4 17/24/013 1 1 J J 5 I T4944644 1 A 17/24/013 6 I T4944645 I G RA 17/24/013 17 I T4944646 I HVA 17/24/013 8 I T4944647 1 J 1 17/24/013 19 I T4944648 I J 3 17/24/013 110 I T4944649 I J5 17/24/013 11 _ I T4944650 J J7 17/24/013 112 I T4944651 I JA1 17/24/013 113 I T4944652 1 JA3 17/24/013 J 114 I T4944653 JA5 7/24/013 115 I T4944654 I KJ7 17/24/013 116 I T4944655 I VA 17/24/013 J 117 I T4944656 J V B 17/24/013 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2015 IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. % Go I N t VF''��i .� OP• • �'E N * : No 6818 �. = yt 3 STATE F 4.0 O R , O P \ ,, �SS,0 N A' ��,%. FL Cert. 6634 July 24,2013 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply Halen Addition 71284 Al HIP 1 1 T4944640 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Wed Jul 24 10:04:15 2013 Page I D:0802 V JX FBe5_8iQ PZt5km VzFfZY-O hq WO?Ck2_cxwUdlM RViAGw3b I_z2q L IY15R70yuv0 i_ 7-1-14 13-0-0 21-4-0 9-8-0 6 4 8 0 7-1-14 5-10-2 8-4-0 8-40 5-10-2 7-1-14 Scale = 1:73.0 = 3.50 15x6 2 5x12 = 5x6 = 3 25 4 26 5 3x4 3x4 2 g m v 1 o Iv 0 14 13 12 11 10 9 8 = 3x10 = 2.3 II 5x6 WB 2x3 I 3x8 = 2x3 I 3x10 = - 5x10 II 3x8 = 5x6 WB = 7x8 II 1-4-0 7-1-14 13-0-0 21-4-0 29-8-0 35-6-2 41-4-0 2-8-0 1-4-0 5-9-14 6— -4-0 8-4-0 8-4-0 5-10-2 5-9-14 1-4-0 Plate Offsets X Y : 1:0-0-7 Ed a 1:0-1-4 0-0-1 4:0-4-8 0-3-0 7:0-1-4 0-0-1 7:0-0-7 Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) 0.58 11 >888 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -1.01 9-11 >507 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.22 7 n/a n/a BCDL 10.0 Code FBC201O/TP12007 (Matrix-M) Weight: 199 lb FT = O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 `Except` BOT CHORD Rigid ceiling directly applied or 5-2-4 oc bracing. 10-12: 2x4 SP M 30 WEBS 1 Row at midpt 4-13. 4-9 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer WEDGE [Installation auide. Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS (lb/size) 1=1365/0-5-8 (min. 0-1-8), 7=1365/0-5-8 (min. 0-1-8) Max Horz 1=94(LC 7) Max Uplift 1 =-837(LC 8), 7=-837(LC 8) Max Grav 1=1579(LC 2), 7=1579(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-1=-979/491, 1-2=-3506/1873, 2-3=3405/1846, 3-25=-3265/1823, 4-25=3265/1823, 4-26=3259/1818, 5-26=-3259/1818, 5-6=3399/1841, 6-7=-3509/1875 BOT CHORD 1-15=-512/942, 1-14=-1705/3294, 13-14=-1705/3294, 12-13=-1997/3957, 11-12=-1997/3957, 10-11=-2002/3944,9-10=-2002/3944,8-9=-1707/3296,7-8=-1707/3296 WEBS 3-13=-193/567, 4-13=-937/414, 4-11=0/324, 4-9=931/432, 5-9=-216/574 aU' F NOTES 1) Unbalanced roof live loads have been considered for this design. �♦♦♦,0P'��(i•E•n/,S 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=40ft; L=43ft; eave=5ft; Cat. II; Exp �� C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 N 68182 • �� 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. 'Q 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=837, i ', T O F 441 7=837. i Q •�' 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ��� Q Q:`•� ��♦♦� , �j ss LOAD CASE(S) Standard A` �\♦♦ , ��` 111111sit FL Cert. 6634 July 24,2C 13 ® WARNING - Verifrj design parameters and READ H07ES ON THIS AND INCLUDED JUTEKREFERENCE PAGE 1i711-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component.�� Applicability of design parameters and proper incorporation of component is responsibility of building designer- truss designer. Bracing not shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component MiTek Safety Information va' able from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA Q2314. if Snuthera Pine$SP� lumber is specified, the design values are chase effective 06/01/2013 hyALSC 6904 Parke East Blvd. Tampa, Parke 3 ass Bl 115 Job Truss Type Ply Helen Addition 71284 ]Truss A2 HIP �Qty 1 1 T4944641 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Wed Jul 2410:04:18 2013 Page ID:0802VJXFBe5_8iQPZt5kmVzFfZY-oGWee1 EcKv?WnxMtlZ2PovYcjW?DFBLIE?J5kKyuvO 8-3-6 15-0-0 27-8-0 34-4-10 T 42 8 0 8-3-6 6-8-10 6-4-021-4-0 6-4-0 6-8-10 8-3-6 Scale = 1:73.0 5x10 3.50 12 2x3 II 5x10 3 4 5 3x4 3x4 2 6 rn opv 1 7 d MIh 0 14 13 12 11 10 9 8 3x10 = 2x3 I 4x6 = US = 3x4 = 2x3 II 3x10 = 7x8 II 3x4 = 4x6 = 7x8 II 1-4-0 8-3-6 15-0-0 21-4-0 27-8-0 34-4-10 41-4-0 2-8-0 1-4-0 6-11-6 6-8-10 6-4-0 6-4-0 6-8-10 6-11-6 1-4-0 Plate Offsets X Y : 1:0-0-7 Ed a 1:0-1-4 0-0-1 3:0-5-0 0-2-3 5:0-5-0 0-2-3 7:0-1-4 0-0-1 7:0-0-7 Ed e LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) 0.54 11 >954 360 MT20 244/190 TCDL 7.0 Lumberincrease 1.25 BC '0.91 Vert(TL) -0.94 8-10 >547 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.20 7 n/a n/a BCDL 10.0 Code FBC201 OfTP12007 (Matrix-M) Weight: 199 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-7-11 oc purlins. BOT CHORD 2x4 SP M 31 `Except' BOT CHORD Rigid ceiling directly applied or 5-7-2 oc bracing. 92x4 M 30 MiTek recommends that Stabilizers and required cross bracing be WEBS 2x4x4 SP No.3 WEDGE installed during truss erection, in accordance with Stabilizer Left: 2x4 SP No.3, Right: 2x4 SP No.3 Installation guide. REACTIONS (lb/size) 1=1365/0-5-8 (min. 0-1-8), 7=1365/0-5-8 (min. 0-1-8) Max Horz 1=109(LC 7) Max Upliftl=-837(LC 8), 7=-837(LC 8) Max Grav 1=1579(LC 2), 7=1579(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-1=980/476, 1-2=-3583/1911, 2-3=-3212/1755, 3-4=3376/1911, 4-5=-3376/1911, 5-6=3212/1755, 6-7=-3583/1911 BOT CHORD 1-15=-529/962, 1-14=-1736/3367, 13-14=1736/3367, 12-13=-1736/3367, 11-12=-1498/3059, 10-11=-1498/3059,9-10=-1736/3367,8-9=-1736/3367,7-8=-1736/3367 WEBS 2-12=-384/256, 3-12=-79/388, 3-11 =-218/572, 4-11 =-372/304, 5-11 =-218/572,llllll 5-10=-79/388, 6-10=384/256 V 1 ,'��I t, �QU' N , �� NOTES 1) Unbalanced roof live loads have been considered for this design. `�� 0 * •\ �'i E•N S' •'•�� 2) Wind: ASCE 7-10; Vult=160mph Vasd=124mph; (3-second gust) TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=40ft; L=43ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 N 681 82 • •� 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. 11 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 1=837, i •, T O F V✓ 7=837. i p f\� 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ��� •' , Q Q:``•� �\ ��� LOADCASE(S) Standard ,I�Sts ON � /11111111��` FL Cert. 6634 July 24,21013 AWARNINCr - Verify design parmneters and READ N07ES ON 7NIS AND INCLUDED b f=PRPERENCE PAGE M I-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design isbased only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Satety Inlormafton available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. 6904 Parke East Blvd. Tampa, FL 33610-0115 If Southe rn Pine (SP? lumber is specified, the design values are those effective 06�01/2013 by ALSO Job Truss Truss Type Qty ply=Reference T4944642 71284 A3 HIP 1 (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Wed Jul 24 10:04:21 2013 Page ID:O8O2VJXFBeS_BiQPZtSkm VzFfZY-CrBnG3HVdgN4eP4Siib6QXA3pjOUSayBwzYlLfyuvO r 8-6-0 25-8-0 34-2-0 42-a-0 8-6-0 8-6-0 8-8-0 8-6-0 8-6-0 Scale = 1:74.4 3.50 12 5x10 % 5x6 = 3x4 4 5 3x4 3x6 3x6 2 3 6 7 m ni 1 o 8 YI I4 oW c 14 13 12 11 10 9 3x10 = 2x3 II 4x6 = 4x4 = 4x8 = 4x6 — 2x3 II 3x10 7x8 I I 7x8 11 11-4-0 8-6-0 17-0-0 25-8-0 34-2-0 41-4-00 8-q 1-4-0 7-2-0 8-6-0 8-8-0 8-6-0 7-2-0 ilo Plate Offsets X Y : 1:0-0-7 Ed a 1:0-1-4 0-0-1 4:0-5-0 0-2-3 8:0-1-4 0-0-1 8:0-0-7 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.58 9-11 >879 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.94 Vert(TL) -1.11 9-11 >460 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.20 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 193 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 'Except- TOP CHORD Structural wood sheathing directly applied. 3-4,5-6: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 31 `Except* WEBS 1 Row at midpt 2-12, 4-11, 7-11 10-13: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing be WEBS 2x4 SP No.3 installed during truss erection, in accordance with Stabilizer WEDGE Installation guide. Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS (lb/size) 1=1365/0-5-8 (min. 0-1-8), 8=1365/0-5-8 (min. 0-1-8) Max Horz 1=-123(LC 6) Max Uplift 1 =-837(LC 8), 8=-837{LC 8) Max Grav 1=1579(LC 2). 8=1579(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All farces 250 (lb) or less except when shown. TOP CHORD 1-1=992/489, 1-2=-3632/1937, 2-3=-3054/1645, 3-4=2995/1663, 4-5=-2888/1655, 5-6=2987/1659, 6-7=-3047/1641, 7-8=-3633/11937 BOT CHORD 1-15=-528/968, 1-14=-1762/3416, 13-14=1762/3416, 12-13=-1762/3416, 11-12=-1389/2885, 10-11=-1762/3418,9-10=-1762/3418,8-9=1762/3418 WEBS 2-12=-619/391, 4-12=-75/475, 4-11=255/263, 5-11=-73/477, 7-11=-627/393I N NOTES •\(i•E N S •• �i� 1) Unbalanced roof live loads have been considered for this design. �� , •• �•••• �i 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=40ft; L=43ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 IN Ch 68182 •; 3) Provide adequate drainage to prevent water ponding. �r ; 4) The solid section of the plate is required to be placed over the splice line at joint(s) 13, 10. 5) Plate(s) at joint(s) 13 and 10 checked for a plus or minus 4 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' 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 i 5 T 0 F between the bottom chord and any other members. i O' 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 1=837, ��j •' e , Q Q.'• \�,�, 8=837. �I�ss • • `Ci .. .. `� 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. , N A� LOAD CASE(S) Standard FL Cert. 6634 July 24,2 ® WARNING - Verjfg design parameters and READ NOTES ON 771/S AND INCLUDED MI7EK REFERENCE PAGE MII-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek* fabrication. quality control, storage, delivery, erection and bracing, consult ANSI/TPIi Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information va' able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. Tampa, FL 33610-4115 1} Snuth ern Pine(SP) lumber is specified, the design values are those effective 06,�01/2013 by ALSC 13 Job Truss Truss Type Qty Ply Helen Addition 71284 A4 HIP 1 1 T4944643 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Wed Jul 2410:04:23 2013 Page ID:0802VJXFBe5_8iQPZt5kmVzFfZY-9DJXh1119RdoujEgg7eaVyFSxXINwQ2UNH1 sPYyuvO 8-3- 14E-3 19-0-0 23-8-0 28-1-13 34�-12 42-M 8-3.4 6_22 5 4-5-13 4-8-0 4-5-13 6-2-14 8-3-4 Scale = 1:73.3 3.50 12 5x6 = 5x6 = 5 6 4x6 3x4 3x4 ZZ 4 7 4x6 2x3 \\ 3 8 2x3 2 9 a 0 u'> 1 0 10 IY 16 15 14 13 12 11 3x4 = 5x6 WB = 4x6 = 3x4 = = = 3x8 3x4 3x4 US zZ 6x10 II Bx10 II 1-6-12 42-8-0 1-4-0 1-5-15 19-0-0 23-8-0 31- - 4 -1-4 41 0 1-4-0 9-11-3 7- _ 0-2-12 6 2 4-9-0 781 9-11-3 0- - 2 1-4-0 Plate Offsets X Y : 1:0-0-7 Ede 1:0-3-12 0-1-8 3:0-3-0 Ede 8:0-3-0 Ede 10:0-3-12 0-1-8 10:0-0-7 Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) -0.60 14-16 >849 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -1.16 14-16 >442 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.19 10 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 194 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 31 *Except* BOT CHORD Rigid ceiling directly applied or 5-6-12 oc bracing. 1x4 S 2x4 SP M 30 iTek recommends that Stabilizers and re uired cross bracin be WEBS 2x4 SP No.3 q gOTHERS rinstalled 2x4 SP No.3 during truss erection, in accordance with Stabilizer WEDGEstallation guide. Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS (lb/size) 1=1431/0-5-8 (min. 0-1-8), 10=1431/0-5-8 (min. 0-1-8) Max Horz 1=138(LC 7) - Max Uplift 1 =-837(LC 8), 10=837(LC 8) Max Grav 1=1579(LC 2), 10=1579(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-1=919/416, 1-2=-3613/1966, 2-3=3379/1808, 3-4=3339/1817, 4-5=-2766/1570, 5-6=2626/1536, 6-7=-2766/1570, 7-8=-3338/1817, 8-9=-3378/1808, 9-10=-3613/1966 BOT CHORD 1-17=-577/1031, 1-16=-1783/3390, 15-16=-1532/3063, 14-15=-1532/3063, 13-14=-1238/2626, 12-13=-1532/3063, 11-12=-1532/3063, 10-11=1783/3389 5-14=-261/570, 6-13=-261/570, WEBS �-13=-714/409, V11U1rV 1�� 7-11=59/373, 9-11=233/266 ii� F<F�. NOTES ♦♦♦♦`N �♦ gyp,.,,.... ,�.•�\GENS�•.�,��i 1) Unbalanced roof live loads have been considered forthis design. ,�♦ 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=40ft; L=43ft; eave=5ft; Cat. 11; Exp %Z' N 68118 210. • •; C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 • * ; 3) Provide adequate drainage to prevent water ponding. 4) The solid section of the plate is required to be placed over the splice line atjoint(s) 12. 5) Plate(s) at joint(s) 12 checked for a plus or minus 4 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i T O F 44/ 7) • 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 0 O •�• between the bottom chord and any other members, with BCDL = 10.Opsf. �i� Q Q;•� N�`�� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=83710=, �j�, ssl , , : •' \C? 7. "Semi ♦♦♦ N A; 9) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ♦♦♦♦ � �O LOAD CASE(S) Standard FL Cert. 6634 July 24,21013 ® WARMNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED A7I7EKREFEHBNCE PAGE rffl-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- truss designer. Bracing shown not is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek` fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information vaable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. if Southern 6904 Parke East Blvd. Tampa, FL 33610-0115 Pine�'SP� lumber is specified, the design values are those effective 06%Z01%6013 by ALSC Job Truss Truss Type City Ply Halen Addition 71284 A HIP 1 1 T4944644 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Wed Jul 2410:04:13 2013 Page I D:O8O2VJXFBeS_8i Q PZt5km VzFfZY-R l i IbKATW M M DhATvEOSE5rrkDVJoar104i cK37yuv0 6-5-14 11-0-0 17-11-0 24-8-12 31-8-0 38-2-2 42-8-0 6-5-14 4-0-2 6-11d6-11-4 46: 6-5-14 Scale = 1:72.0 3.50 12 6x10 2x3 II 3x6 =3x4 = 6x10 3 26 4 5 6 27 7 2x3 2x3 2 g rn 1 rn _ 9 dI o 9Iq 0 15 14 13 12 11 10 3x8 % 3x4 = 5x6 WB — 3x10 = 3x5 = 5x6 WB —_ 3x4 = 3x8 7x8 I I 7x6 11 1812 42-8-0 4 2 -8- 31-M 41-1-4 0 11-0-11 -0 9-5-0 6-11-4 6-9-8 6-11-4 0-2-12 9-5-4 0- - 2 14-0 Plate Offsets X Y: 1:0-0-3 1-3-1 1:0-3-12 0-1-8 3:0-5-0 0-2-3 7:0-5-0 0-2-3 9:0-3-12 0-1-8 9:0-0-3 1-3-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.70 12-13 >734 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -1.19 12-13 >430 240 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.23 9 n/a n/a BCDL 10.0 Code FBC2010/rP12007 (Matrix-M) Weight: 198 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 31 *Except* TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. 3-5,5-7: 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-10-11 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No..33 MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 [InstallationWEDGE guide. Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS (lb/size) 1=1365/0-5-8 (min. 0-1-14), 9=1365/0-5-8 (min. 0-1-14) Max Horz 1=80(LC 7) Max Uplift1=837(LC 8), 9=837(LC 8) Max Grav 1=1579(LC 2), 9=1579(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1 -1 =-854/386, 1-2=-3496/1911, 2-3=-3499/1875, 3-26=-4476/2464, 4-26=-4476/2464, 4-5=4476/2464, 5-6=-4476/2464, 6-27=-4477/2465, 7-27=-4477/2465, 7-8=-3499/1875, 8-9=3496/1911 BOT CHORD 1-16=-582/1005, 1-15=-1727/3262, 14-15=-1669/3355, 13-14=-1669/3355, 12-13=-22931447 WEBS 2 15=01327, 3-13�-688! 347649/335 86/320, 6 12 -4 2/32�1, 7-12 —689/1348, 8-10=0/327 �%%,`QU I N NOTES � E IN �...��G 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu@=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=40ft; L=43ft; eave=5ft; Cat. 11; Exp NV68182 • �: C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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 ^ -10 between the bottom chord and any other members. i A11 �F 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=837, 1100. V✓ s 9=837. ii, '•'t` QQ;•'\�`,� 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 July 24,21013 ® WARNING - Verify design parameter and READ NOTES ON THIS AND INCLUDED bU EICREPERENCE PAGE 10I1-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component.�� Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing Iva shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information va' able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. 6904 Parke East Blvd. Parkeast Blvd. if SauUlem Pine�SPj lumber is specified, the design values are t:heseefferl Ofi110212013 byALSC Tampa, 3 Job Truss Truss Type Qty Ply Helen Addition T4944645 71284 GRA HIP 1 2 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Wed Jul 24 10:04:32 2013 Page ID:O8O2VJXFBeS_BiQPZtSkmVzFfZY-OyMxagPO1 CIXTSQZrWIhMs7xL9gFXS 1 pSBigDXyuvO 5-5-5 9-0-0 i 15-2-14 21-4-0 27-5-2 i 33-8-0 37-2-11 42-8-0 5-5-5 3-6-11 6-2-14 6-1-2 6-1-2 6-2-14 Scale = 1:72.0 3.50 12 5x6 = 3x4 = 3x8 = 4x6 = 3x4 = 5x6 = 3 2x3 26 27 28 4 29 30 5 6 31 32 FM 7 33 34 35 8 2x3 2 9 m 1 10 a � 10 15 36 37 14 38 39 40 13 41 42 43 12 44 45 46 11 3x8 3x8 = 5x8 MT18HS = 2x3 I l 5x8 MT18HS — 3x8 = 3x8 8x10 II Bx10 II �� 9-0-0 15-2-14 21-4-0 27-5-2 33-810 41-4-0 42-8-0 �1-4-0 7-8-0 6-2-14 6-1-2 6-1-2 6.2-14 7-8-0 1-4-0 Plate Offsets X Y : 1:0-0-7 Ed a 1:0-3-12 0-1-8 6:0-3-0 Ed a 10:0-0-7 Ed a 10:0-3-12 0-1-8 12:0-4-0 0-3-0 14:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 1.02 13 >504 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -1.61 12-13 >318 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) 0.29 10 n/a n/a BCDL 10.0 Code FBC201 O/TPI2007 (Matrix-M) Weight: 396 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 31 'Except* TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins. 3-6,6-8: 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-3-9 oc bracing. BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS (lb/size) 1=281110-5-8 (min. 0-1-8), 10=2821/0-5-8 (min. 0-1-8) Max Horz 1=65(LC 7) Max Uplift 1=-1897(LC 8), 10=-1903(LC 8) Max Grav 1=3251(LC 2}, 10=3262(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-1=-2280/1314, 1-2=-7565/4487, 2-3=-8540/5050, 3-26=8316/4948, 26-27=-8316/4948, 27-28=-8316/4948,4-28=-8316/4948,4-29=-11524/6756,29-30=-11524/6756, 5-30=-11524/6756, 5-6=-11601/6799, 6-31=-1160116799, 31-32=-11601/6799, 7-32=-1160116799, 7-33=-8345/4965, 33-34=8345/4965, 34-35=-8345/4965, 8-35=-8345/4965,8-9=-8570/5068,9-10=-7593/4504 ,lV ,,���j BOT CHORD 16603/11482, 1266 N 14- 8630/2736, 33101482,14 39 —71 5812547, 39-40 —71 58 37-3812547, ��`,QV 13-40=-7185/12547, 13-41=-7185/12547, 41-42=-7185/12547, 42-43=-7185/12547, ��� OP • , E N S'�•�� moo, 12-43=-7185/12547, 12-44=-6647/11560, 44-45=-6647111560, 45-46=-6647/11560, ♦♦� �.•�\G 11-46=-6647/11560,10-11=-4138/7057 ♦ i WEBS 2-15=-795/1454, 3-15=-586/1429, 4-15=-3527/1961,4-14=-2271833, 5-14=-1191/625, N 68182 •: 5-13=0/453, 5-12=-1107/578, 7-12=203/838, 7-11=3580/1990, 8-11=-599/1446, >A :• 9-11=-797/1455 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: i T O F .� Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. i O ' Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. ��� �• 1 Q Q.•� ��,♦♦ Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. ,J#��,SS' 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. I It is 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=40ft; L=43ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 FL Cert. 6634 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. July 24,2 ymmmmmmmmw 7) The solid section of the plate is required to be placed over the splice line at joint(s) 6. A WeRruNG - Verify design parameters and READ NOTES ON 7111S era INCLUDED bff7EKREPERENCB PAGE bffi-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding MiTek• fabrication, quality control, storage, delivery, erection and bracing, consult ANS11711 Quality Criteria, DSB-89 and BCSI Building Component Salety Intormatlon voi able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. 6904 Parke East Blvd. ,ISO uthern Pine7SP) lumber is specified, the design values are those effective 66101[2013 hyALSC Tampa, FL 33610-4115 Type City ply Helen Addition T4944645 Chambers Truss Inc., Fort Pierce FI. 34982 NOTES 7.350 s Sep 26 2012 MiTek Industries, Inc. Wed Jul 2410:04:32 2013 Page ID:0802VJXFBe5_8iQPZt5kmVzFfZY-OyMxagPO1 CIXT5QZrWlhMs7xL9gFXS1 pSBigDXyuv( 8) Plate(s) at joint(s) 6 checked for a plus or minus 4 degree rotation about its center. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �10) ' 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 1=1897, 10=1903. 12) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 365 lb down and 502 lb up at 9-0-0, 94 lb down and 149 lb up at 11-0-13, 94 lb down and 149 lb up at 13-0-13, 94 lb down and 149 lb up at 15-0-13, 94 lb down and 149 lb up at 17-0-13, 94 Ill down and 149 lb up at 19-0-13, 94 lb down and 149 lb up at 21-0-13, 94 lb down and 149 lb up at 23-0-13, 94 lb down and 149 lb up at 23-7-3, 94 lb down and 149 lb up at 25-7-3, 94 lb down and 149 lb up at 27-7-3, 94 lb down and 149 lb up at 29-7-3, and 94 lb down and 149 lb up at 31-7-3, and 365 lb down and 502 lb up at 33-8-0 on top chord, and 514 lb down and 248 lb up at 9-0-0, 69 lb down and 3 lb up at 11-0-13, 69 lb down and 3 lb up at 13-0-13, 69 lb down and 3 lb up at 15-0-13, 69 lb down and 3 lb up at 17-0-13, 69 lb down and 3 lb up at 19-0-13, 69 lb down and 3 lb up at 21-0-13, 69 lb down and 3 lb up at 23-0-13, 69 lb down and 3 lb up at 23-7-3, 69 lb down and 3 lb up at 25-7-3, 69 lb down and 3 lb up at 27-7-3. 69 lb down and 3 lb up at 29-7-3, and 69 lb down and 3 lb up at 31-7-3, and 514 lb down and 248 lb up at 33-7-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=44, 3-8=44, 8-10=44, 16-21=20 Concentrated Loads (lb) Vert: 3=-298(B) 6=-77(B) 8=-298(B) 15=-462(B) 4=-77(B) 13=-38(B) 5=47(B) 7=-77(B) 11=-462(B) 26=-77(B) 27=-77(B) 29=-77(B) 30=-77(B) 31=-77(B) 32=-77(B) 34=-77(B) 35=-77(B) 36=-38(B) 37=38(B) 38=-38(B) 39=-38(B) 40=-38(B) 41=-38(B) 42=-38(B) 43=-38(B) 44=-38(B) 45=-38(B) 46=-38(B) FL Cert. 6634 July WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED b f7EKPEFERENCE PAGE DIU-747a BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component.' Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information va able from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA yy2314. Tampa, FL 33610-4115 1f Sauthem PinetSpt lumber issgecifed, the design values are thcre effective 06/01f2013 by ALSO Job Truss Truss Type Qty Ply Halen Addition T4944646 71284 HVA GABLE 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Wed Jul 2410:04:35 2013 Page I D:0802VJXFBe5_8iQPZt5kmVzFfZYoX13C rRH K785KZ98Xes0_U IebM_tkykF89xVgryuvO _ 16-6-7 p7-7-Oi 34-1-7 16-6-7 1-0-9 16-6-7 Scale = 1:55.3 3.50 12 3x6 = 3x6 = 5 6 7 3x6 4 8 3x6 3 9 v 2 10 os < 1 11 3x4 18 17 16 19 15 20 14 13 12 3x4 3x6 = 3x6 = 34-1-7 34-1-7 Plate Offsets X Y : 5:0-3-0 0-2-10 7:0-3-0 0-2-10 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 11 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix) Weight: 117 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 34-1-7. (lb) - Max Horz 1=99(LC 7) Max Uplift All uplift 100 lb or less atjoint(s) 1, 11 except 15=-128(LC 8), 17=276(LC 8), 18=-242(LC 8), 13=-276(LC 8), 12=-242(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 11 except 15=512(LC 15), 17=474(LC 19), 18=410(LC 2), 13=474(LC 20), 12=410(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-15=-288/163, 4-17=-352/313, 2-18=-295/271, 8-13=352/313, 10-12=-295/271 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=40ft; L=34ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 , `,t1111111►111 , , VFW 3) Provide adequate drainage to prevent water ponding. , PGO......... • • • • 4) All plates are 2x3 MT20 unless otherwise indicated. ,,� 0 E N S�•• 5) Gable requires continuous bottom chord bearing.,,••�G 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` 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 nJ 6 8182 between the bottom chord and any other members, with BCDL = 10.Opsf. * 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11 except (jt=lb) 15=128, 17=276, 18=242, 13=276, 12=242. "Semi 9) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 53 : T O F 44/ LOAD CASE(S) Standard .0� •• , ,C �� Eto /111111 FL Cert. 6634 July 24,2C 13 WARNNG - Verify design parmneters and READ NOTES ON 771IS AND INCLUDED M17EKREFERENCE PAGE MI-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown ■■ f ��• is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek* fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information va' able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. If Soy uthern Pin e�SP f lumber is specified, the design values are those effective 05/0112013 by ALSC 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Halen Addition T4944647 71284 J1 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Wed Jul 2410:04:36 2013 Page ID:0802VJXFBe5_8iQPZt5kmVzFfZY-GjbSQBSv5RGyxikK4LNdXilrXm L3TQsONoh2N IyuvO 3-0-0 3-0-0 Scale = 1:9.0 2 3.50 12 1 a a 0 3x4 = US l 3 1-4-0 1-6-12 3-0-0 1-4-0 0-2-12 1-5-4 Plate Offsets X Y : 1:0-3-5 0-0-1 1:0-1-1 1-5-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.01 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight: 11 Ib FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing be Left: 2x4 SP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=10/Mechanical, 3=1/Mechanical, 1=171/0-5-8 (min. 0-1-8) Max Horz 1=45(LC 8) Refer to MiTek "TOE -NAIL" Detail for connection to Max Uplift 2=-21 (LC 8), 1=-92(LC 8) supporting carrier truss (typ all applicable jacks on this job) Max Grav 2=13(LC 2), 3=1 O(LC 3), 1=198(LC 2) FORCES (lb) - Max. Comp./Max. Ten. -"All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=40ft; L=18ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right 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. er to girder(s) truss to ss rconnedi I N VF �I 5) Provide mechanical nN b others) truss to bearing late capable of withstanding 100 lb uplift at'oint s 2, 1. N%%% Qv (Y ) 9P P 9 P 1 () � 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ()P •\ G'E N S • ��� ��, ,,�� '• �' 4' LOAD CASE(S) Standard 00 [`J 68182 � -10 : tY • T OF 0. P N Ait fill FL Cert. 6634 July 24,2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M PKICREFERENCE PAGE 191-7473 BEFORE USE, Design volid for use only with MiTek connectors. This design is based only upon parametersshown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek* erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI7 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information va able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. ifSauthem Pine[SP) lumber is specified, the design values are those effective 06%,01/2013 by ALSO Tampa, FL 33610-4115 13 Job Truss Truss Type Qty Ply Halen Addition T4944648 71284 J3 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Wed Jul 2410:04:36 2013 Page ID:0802VJXFBe5_8iQPZt5kmVzFfZY-GjbSQBSv5RGyxikK4LNdXilpOmKJTQsONoh2N IyuvO 5-0-0 5-0-0 2 Scale = 1:11.9 3.50 F12 v v 1 3x4 = 3 3x6 II 1-4-0 1.6-12 5-0-0 1-4-0 -2-12 3-5-4 Plate Offsets X Y : 1:0-3-5 0-0-1 1:0-1-1 1-5-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.01 4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.15 Vert(TL) -0.01 3-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FB C201 0/TP 12007 (Matrix-M) Weight: 17 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing be Left: 2x4 SP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=62/Mechanical, 3=35/Mechanical, 1=214/0-5-8 (min. 0-1-8) Max Horz 1=76(LC 8) Max Uplift2=-69(LC 8), 3=6(LC 8), 1=-115(LC 8) Max Grav 2=75(LC 2), 3=56(LC 3), 1=248(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 259(lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=40ft; L=18ft; eave=4ft; Cat, 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right 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. ` % N 5) Pr se mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3 except (jt=1b) 00I . 1 6) "Semi including heels" Member ,,��NOPG• N �.••�,� cs�•• �� -rigid pitchbreaks end fixity model was used in the analysis and design of this truss. :� •:� LOADCASE(S) Standard N 68182 * �: *� „'0 �� ' T IF ' �� •4l/ ' ' .O• 00 FL Cert. 6634 July 24,2 13 ® WARNWG - Verify design parameters and READ NOTES ON 7NIS AND INCLUDED W7EK REFERENCE PAGE 161.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. ■■ Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding MiTek fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information voiujable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. If Sauthem Pine�5P! lumber is specified, the design values are those effective 06�01%2013 by AL5C Tampa, FL 33810.4115 Job Truss Truss Type Qty Ply Helen Addition 71284 J5 MONO TRUSS 2 1 T4944649 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Wed Jul 2410:04:37 2013 Page ID:O8O2VJXFBeS_BiQPZtSkmVzFfZY-kw9gdXTXskOpZsJXe3us3veyAbrCl6YbSQbvkyuv0 �7-0-0 7-0-0 2 Scale = 1:15.4 3.50 12 1 v 3x4 = 3 3x6 II 1-4-0 1 1 7-D-0 1-4-0 0-2-1 5-5-4 Plate Offsets X Y : 1:0-3-5 0-0-1 1:0-1-1 1-5-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) 0.06 3-8 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.10 3-8 >852 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 23 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MTek recommends that Stabilizers and required cross bracing be Left: 2x4 SP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=108/Mechanical, 3=58/Mechanical, 1=272/0-5-8 (min. 0-1-8) Max Horz 1=107(LC 8) Max Uplift2=-116(LC 8), 3=-6(LC 8), 1=147(LC 8) Max Grav 2=131(LC 2), 3=93(LC 3), 1=315(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except -when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=40ft; L=18ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 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 100 lb uplift at joint(s) 3 except Qt=lb) 2=116, 1=147. , G E N 8F•. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. :� �,• �� •�•: LOAD CASE(S) Standard N 68182 ' = * .: 3 T OF .:�1JJ� .� • . 1 S' •. ,� inn►►►►►� FL Cert. 6634 July 24,2 ® WARNFNG - Verify design parameters and READ NO7ES ON 771IS AND INCLUDED 1I f1EK REFERENCE PAGE 1101-7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - truss designer. Bracing shown ■!• not is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Coterie, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormation vo' able from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 2314. If Sa uth ern Pin e�SP� lumber is specified, the design values are those effective 015101 f 2013 by ALSC Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Halen Addition T4944650 71284 J7 MONO TRUSS 14 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Wed Jul 24 10:04:38 2013 Page ID:0802VJXFBe5_8iQPZt5kmVZFfZY-D6jCrtU9d2 WgBOtjCmP5c7N8ia7uxJShg6A9RAyuvO i 21-12 4-6-0 9-0-0 2-2-12 2-3-4 4-6-0 3 Scale = 1:18.5 3.50 12 m 2x3 11 2 XX 3x4 = 4 5 24 11 z-o 0 9-ao 2-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) -0.05 4-5 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.14 4-5 >563 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.02 ' 3 n/a n/a BCDL 10.0 Code FBC201 O/TPI2007 (Matrix-M) Weight: 28 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=121/Mechanical, 4=58/Mechanical, 5=388/0-5-8 (min. 0-1-8) Max Horz 5=138(LC 8) Max Uplift3=-133(LC 8), 5=-311(LC 8) Max Grav 3=148(LC 2). 4=109(LC 3), 5=448(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=277/170 BOT CHORD 1-5=191/316 WEBS 2-5=387/411 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=40ft; L=18ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right 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. t►►1►11111111 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 ` �� U I N �/ /� ��4� between the bottom chord and any other members. ,� (� �� 4) Refer to girder(s) for truss to truss connections. �� o......... �i , GE & �40 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=133, •.' �\ 5-311. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. � N 68182 LOAD CASE(S) Standard :��• T OF � 4*O 1nn►► FL Cert. 6634 July 24,2 13 ®WAPJY7NG - Verify design parameters and READ NOTES ON 7WS AND INCLEFDED AN=PEFERENCE PAGE h711-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information voable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. If Sauthem Pine�SP'� lumber is specified, the design values are those effective 06/Z0112013 byALSC Tampa, FL 33610-4115 Job s Truss Type Ply ion 71284 FJA1s MONO TRUSS �Qty 2 1 FJce T4944651 (optional) Chambers Truss Inc., Fart Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Wed Jul 2410:04:39 2013 Page ID:0802VJXF B e5_8iQ PZt5km VzFfZY-h I H a2D U nOMeXoASvm UwKBKwKP_Lxg nig3mvizdyuv0 2-2-12 3-0-0 2-2-12 i Scale = 1:9.0 3 2x3 II 3.50 12 2 m N 1 Ll 3x4 = 5 4 2x3 II 2-0-0 3-0.0 2-0-0 1-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (]cc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.22 Vert(TL) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 10 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD. Structural wood sheathing directly applied or 3-0-0 cc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=-71/Mechanical, 4=-84/Mechanical, 5=337/0-5-8 (min. 0-1-8) Max Harz 5=45(LC 8) Max Uplift3=-81(LC 2), 4=97(LC 2), 5=379(LC 8) Max Grav 3=78(LC 8), 4=103(LC 8), 5=390(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=40ft; L=18ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right 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. 1 11111111', 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 5=379. , ,,,,I N , 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ``, QU .......... G E N,9 �• �••�' �� LOAD CASE(S) Standard N 68182 T OF :41J FL Cert. 6634 July 24,21C 13 A WARNING - Vegb design p..ters and READ NOTES ON nus AND INCLUDED wTEKREFERENCE PAGE M11-7473 BEFORE USE, Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown �� Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criferla, DSB-89 and BCSI Building Component Safety Inlormotion avai able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. 1f Southem Pine (SPI lumb er is specified, the design values are those effective ufi10112013 by ALSO 8904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Helen Addition T4944652 71284 JA3 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Wed Jul 2410:04:39 2013 Page I D:0802VJXFBe5_8 iQ PZl5kmVzFfZY-h IHa2D UnOMeXoASvm UwK8KwK_Magnjg3mvizdyuVO i 2-2-12 5-0-0 2212 294 Scale = 1:11.9 3 3.50 12 2x3 ll 2 1 Lj P_ P X 3x4 = 2x3 115 4 2-0-0 5-0-0 2-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/clef] Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.00 4-5 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) 0.00 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC201ofrP12007 (Matrix-M) Weight: 16 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation cuide. REACTIONS (lb/size) 3=36/Mechanical, 4=9/Mechanical, 5=266/0-5-8 (min. 0-1-8) Max Horz 5=76(LC 8) Max Uplift3=-40(LC 8), 5=256(LC 8) Max Grav 3=45(LC 13), 4=32(LC 3). 5=307(LC 2) FORCES (lb) -Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=40ft; L=18ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right 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. %J 1 1 1111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 5=256. N / , ♦ ,, INN V / 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. % `�� e LOADCASE(S) Standard ��%,OPp , •'V�G•ENS�.•�,i,�� `�� • N 68182 .o T O F .0O • • ,o : %` P '♦%. ��►��r,��rtr,e FL Cert. 6634 July 24,2 13 ®WARMING - Verify design parmnetie s and READ NOTES ON TRIG AND INCLUDED JUTEKREFERENCE PAGE lYlll-7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component.�� Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilrity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPlt Quality criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information va' able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. If Solely Vo m Pine�SF� Iumb er is specified, the design values are those effective 06�01/2013 byALSC Tampa, FL 33610-0115 Job Truss Truss Type Qty Ply Helen Addition T4944653 71284 JAI MONO TRUSS 2 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Wed Jul 2410:04:40 2013 Page ID:0802VJXFBe5_8iQPZt5kmVzFfZY-9VryFZVP9fm OQKI6JBRZhYTXTNfyPDX_IQfG W3yuv0 i z-2-12-17_p_p 2-22 Scale = 1:14.7 3 3.50 12 0 2x3 II 2 a 1 3x4 = 24 11 R� 5 4 z-o 0 7.0-0 z2 s-0-o LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.02 4-5 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.04 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.01 3 n/a h/a BCDL 10.0 Code FBC2010fTP12007 (Matrix-M) Weight: 22 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=81/Mechanical, 4=37/Mechanical, 5=320/0-5-8 (min. 0-1-8) Max Horz 5=107(LC 8) Max Uplift3=-90(LC 8), 5=277(LC 8) Max Grav 3=100(LC 2), 4=74(LC 3), 5=370(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-277/284 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=40ft; L=18ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right 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. ,`l111111 fit, 4) Refer to girder(s) for truss to truss connections. �tI, l N V�� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 5=277. PQU .ENS 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. `���� � ,0 •, - •, `� �i LOADCASE(S) Standard � � N 68182 • y T OF '44/Z FL Cert. 6634 July 24,2 13 ® WARMNG - V-ifrj design parameters and READ NOTES ONTHIS AND INCLUDED MITBK REPERENCE PAGE 1121-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ,aVUble from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. !f Southern P Ine�SPj lumber is specified, the design values are those effective OfiJ291%2013 byALSC Tampa, FL 33610-4115 Job Truss Type Qry Ply Halen Addition 7KJ7ss T4944654 71284 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Wed Jul 24 10:04:41 2013 Page ID:O8O2VJXFBeS_BiQPZtSkmVzFfLY-dhPLTu W1wzuF2UcltvyoEl?cbn_DBVv7W4Op2Vyuv0 3-1-1 7-4-15 12-8-0 3-1-1 4-3-13 5-3-1 Scale = 1:20.5 4 2.48 12 3x4 = 3 r A 4x4 2 1 3x4 = 6 5 4x4 = 7 3x5 = 2x3 II 2-9-3 -1-1 7-4-15 12-8-0 2-9-3 -3-1 4-3-13 5-3-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.05 5-6 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.12 5-6 >943 240 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight: 54 lb FT = O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=265/Mechanical, 7=556/0-7-12 (min. 0-1-8), 5=443/Mechanical Max Horz 7=252(LC 4) Max Uplift4=-337(LC 4), 7=-493(LC 4), 5=-225(LC 4) Max Grav4=395(LC 16), 7=642(LC 2). 5=561(LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP -CHORD 1-2=353/127, 2-3=-1355/597 BOT CHORD 1-7=128/348, 6-7=-280/402, 5-6=-797/1382 WEBS 2-7=552/416, 2-6=-771/1184, 3-5=-1449/836 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=40ft; L=18ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right 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. ,111111111111 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 N V�/ between the bottom chord and any other members. ♦♦♦� ♦ 601 • • • 4) Refer to girder(s) for truss to truss connections. ♦♦♦ OP. • • �I , C' E N S� •' -�= 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=337, .•• �,� 7=493, 5=225. 6) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. N 68182 •� 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 = .9 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 •, T O F �/ Trapezoidal Loads (plf) Vert: 1=0(F=22, B=22)4o-4=-139(F=-48, B=-48), 8=0(F=10, B=10)4o-5=-63(F=-22, B=-22) .' �� •. �� ,QP•'N % °° �1111111111, FL Cert. 6634 July 24,2C 13 ® WARA11M - Verify dosign parameters and READ NOTES ON 7THS AND INCLUDED Ml7EKREPERENCE PAGE MD-7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown ��• is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vai able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. tl5auth ern Pin e7SP� lumber is specified, th e design values are those effective G6101/2013 hyALSC Tampa, FL 33610-4115 Job Truss Truss Type Ply Helen Addition Tty71284 T4944655 VA GABLE 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Wed Jul 2410:04:43 2013 Page ID:O8O2VJXFBeS_BiQPZtSkmVzFfZY-Z4W5uaYlRaBzHnmg?J?GJA4_hbifcaoQ_0tw6Oyuv0 i 14-3-7 28-6-14 14-3-7 14-3-7 Scale = 1:45.6 4x4 = 3.50 12 3 2x3 I 2x3 2 4 1 5 3x4 8 7 6 3x4 ZL- 2x3 I 5x6 = 2x3 I 28-6-14 28-6-14 Plate Offsets X Y : 7:0-3-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.23 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 94 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS All bearings 28-6-14. (lb) - Max Horz 1=-73(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) except 1=-112(LC 8). 5=-112(LC 8), 7=-102(LC 8), 8=-357(LC 8), 6=-357(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 7=334(LC 2), 8=601(LC 19), 6=601(LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=433/387, 4-6=-433/387 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=40ft; L=29ft; eave=4ft; Cat. 11; Exp . C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ,�/11111111,� 3) Gable requires continuous bottom chord bearing. %% /, I N V ,c��e 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��` QU F 5) • This truss has been designed for live load • <` �i a • • of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit ,%% QP, •' G•E•N i ,,••�,� SAC`'• between the bottom chord and any other members. �% 40 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 1, 112lb uplift at joint 5, i 102 lb uplift at joint 7, 357lb uplift at joint 8 and 357 lb uplift at joint 6. N 68182 "Semi 7) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ' �� ' T OF �� G� �ONA� FL Cert. 6634 July 24,2 13 WARNING - Verify design parmneters fad READ NO7ES ON 79IS AND INCLUDED A17=REFERENCE PAGE D77I.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown ��• is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information va able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. liSouthemPine�5PI lumber isspetified,thedes-rgnvaluesarethoseeffectiveO6 01l j.013hyALSC Tampa, FL 33610-0115 Job Truss Truss Type Ply Helen Addition 71284 VB GABLE �Qty 1 1 T4944656 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Wed Jul 2410:04:44 2013 Page ID:0802VJXFBe5_BiQPZt5kmVzFfZY-1G4T5wYwCuGgvxLtYIWVr0d46??rL1SaC2dTfgyuv0 11-5-2 11-5-2 Scale = 1:36.5 4x5 = 3.50 12 3 2x3 11 2x3 11 2 4 1 5 3x4 9 8 7 6 3x4 2x3 II 3x6 = 2x3 II 2x3 II 22-10-5 22-10-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress lilcr YES WB 0.09 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC20101TPI2007 (Matrix) Weight: 73 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 iTek recommends that Stabilizers and required cross bracing be rmstalledduring truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 22-10-5. (lb) - Max Horz 1=-58(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 7=162(LC 8), 9=-272(LC 8), 6=-272(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=413(LC 2), 9=457(LC 19), 6=457(LC 20) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-7=291/201, 2-9=340/302, 4=6=-340/302 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=40ft; L=23ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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. ' 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 ``�� v I N V� between the bottom chord and any other members. % (� ..... 6) Provide , ••• 4 mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except Qt=1b) 7=162 �� QP. • , G E N S�'. �i= , 9=272, 6=272. •.•�\ :.` 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. • • N 68182 •: LOAD CASE(S) Standard 7t : .� •• ,Q•,•N,� 0NA1-E�.%`%, FL Cert. 6634 July 24,210 13 ® WARNING - Verify design parmnetem and READ NOTES ON THIS END INCLUDED 97 =REFERENCE PAGE MII-7473 BEFORE USE. '• Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information va able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. If Southern 8904 Parke East Blvd. Tampa, ParkeBlvd. 3 East Pule (SP? lumber is specified, the design values are those effective 061,0112013 by ALSC Job Type Qty Ply Helen Addition 71284 TTruss ]Truss GABLE 1 1 T4944657 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Wed Jul 2410:04:45 2013 Page 15-5-14 ID:0802VJXFBe5_8iQ PZtSkmVzFfLY-VSerJGZYzCOhW5w36k1 kObAKVOOm4U5jRiM 1 BGyuvO 8-6-14 8-6-14 Scale = 1:27.3 4x4 = 3.50 12 3 2x3 11 2x3 11 2 4 1 5 3x4 % 9 8 7 6 3x4 ZZ 2x3 11 3x6 = 2x3 11 2x3 11 17-1-11 17-1-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.19 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Cade FBC2010fTP12007 (Matrix) Weight: 54 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. -Or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 17-1-11. (lb) - Max Horz 1=43(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 9=197(1_C 8). 6=-197(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 7=264(LC 2), 9=331(LC 19). 6=331(LC 20) 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=40ft; L=18ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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. 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 L between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing I N plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except Qt=lb) ,�� PQU 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOADCASE(S) Standard N 68182 FL Cert. 6634 July 24,2 13 ® WARNING - Verify design parameters and READ NOTES ON 7EIS AND INCLETDED M MKREFEREME PAGE MR-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- truss designer. Bracing not shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information va able from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria. VA 22314. li fie uth ern Pin e7SP� lumber is design 6904 Parke East Blvd. Tampa, FL 33610-4115 specified, the values are those effective 0510212013 by ALSC Job Truss Truss Type Qty PIy Halen Addition T4944658 71284 VD VALLEY 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Wed Jul 2410:04:46 2013 Page ID:0802VJXFBe5_8iQPZt5kmVzFfZY-_eCEWcaAkV WXBFVFgSYzxpiT1 oiPpyMsgM6ajjyuv0 5-6-9 11-5-2 5-8-9 5-8-9 r Scale = 1:18.2 4x4 = 3.50 12 2 1 3 4 3x4 24 II 3x4 11-5-2 11-5-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TP 12007 (Matrix) Weight: 33 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=126/11-5-2 (min. 0-1-8), 3=126/11-5-2 (min. 0-1-8), 4=349111-5-2 (min. 0-1-8) Max Horz 1=-27(LC 6) Max Upliftl=-85(LC 8), 3=-85(LC 8), 4=198(LC 8) Max Grav 1=152(LC 19), 3=152(LC 20), 4=402(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-268/211 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=40ft; L=18ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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. • ,,�1111T 1111111 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 10 V� between the bottom chord and any other members. COIN 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except Qt=1b) �OP:•� G E N S F� �.0 4=198. �00 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. `��.` • N 68182 •: LOAD CASE(S) Standard :• �r ��' T OF '�� 00 FL Cert. 6634 July 24,2C 13 A WARNING - Verify design parmrze . and READ NOTES ON THIS AND INCLUDED M1TEICREFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with Milek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information vai able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. IfSauthem Pu�egSP� lumber is specified, the design values are [hose effective 06/01/2413 byALSC 6904 Parke East Blvd. Tampa, FL 33610-4115 Job ss Truss Type Qty Ply Halen Addition 71284 ]ZE VALLEY 1 1 T4944659 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Wed Jul 2410:04:47 2013 Page ID:O8O2VJXFBeS_BiQPZtSkmVzFfZY-SnncjyboVpeOm P3SE93DTOFj8C2nXPa0vOr7F9yuv0 I 2-10-5 -8-9 2-10-5 2-10-5 "1 Scale = 1:10.7 3x6 = 3.50 12 2 3 1 3x4 3x4 5-8-9 5-8-9 Plate Offsets X Y : 2:0-3-0 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.29 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 14 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins. BOT CHORD 2x4 SP No.3 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=118/5-8-9 (min. 0-1-8), 3=118/5-8-9 (min. 0-1-8) Max Horz 1=-11(LC 6) Max Uplift 1 =-72(LC 8), 3=-72(LC 8) Max Grav 1=136(LC 2), 3=136(LC 2) 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=40ft; L=18ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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. • `''1111' 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 ``�� I V�` chord and any other members. Qv <�� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 1, 3. "Semi •� C,•E N 3 4i 7) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �,Op• : ,• �, �C`'•I� LOADCASE(S) Standard N 68182 T OF00 ��� N A%% O ;. FL Cert. 6634 July 24,2C 13 ® wmmnG - Verify design parmneters and READ NOTES ONTHIS AIyD INCLUDED MjFXREPEREMCE pAGE MI-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. �� Iva Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information va' able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. !f Southern 6904 Parke East Blvd. Tampa, FL 33610-4115 Pine7SP� lumber is specified, the design values are these effective O6/01j2O13 byALSC Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 -'�l 6" For 4 x 2 orientation, locate plates 0-'na' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 Width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Q af O x U a- O 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 BOTTOM CHORDS 8 7 M 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Southern Pine lumber designations are as follows: SYP represents values as published by AWC in the 2005/2012 NDS SP represents ALSC approved/new values with effective date of June 1, 2013 © 2012 MiTek8 All Rights Reserved NilS� MiTek ® MiTek Engineering Reference Sheet: Mll-7473 rev. 02/26/2013 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may, require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. J?'_ Planning & Development Services Department •I Building & Code Regulations Division — 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 Certification for Design Load Compliance Project Name: Halen Residence Project Address: 5405 Paleo Pines Circle, Fort Pierce, FL Permit #: Occupancy Type: R-3 ConstructionType: V-B INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Residential Code 2010 Editionwith20 Supplements usin ASCE 7-10 2. Structure Designed as (check one): X Enclosed Partially Enclosed Open 3. Risk Category: _I X II _III IV Exposure Category: B X C D 4. Design Wind Velocity 158 mph ASD X LRFD End Zone Width: 3 ft 5.1 Mean Roof Height 14'-711 Roof Pitch: 4 :12 Parapet: ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: -61 Zone 2: -142 Zone 3: -196 Zone 4: -35 Zone 5: -42 Garage: 7. Design Loads: Floor: PSF Roof/Dead: 17 PSF Roof/Live: 20 Balcony: PSF Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railings: PSF 8. Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2,000 PSF Soil Test Reports Submitted? Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also cgrvtftVlNM,6, ructural elements depicted on these plans provide adequate resistance to the design forces speOi 1 ',�•••,.�GENs� Rodolfo Villamizar FL PE 61000 CA # 3728 Print Name Cert # & Co. Cert Auth. �( MBV Engineering Signatur.�bDate! 0 1835 20th Street, Vero Beach, FL 32960 -fl• FMvr P.•= 4 �/ • • •`�\ ®ova Company Name &Address 2 (1s) SLCCDV Form ' 02dP.lyis�ed�/1 'f"'��fOpplb111441ti�o� Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name John Halen Applicant: Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows 32/42 60/-60 Lawson 7800 FL 15412.4 impact #12 SMS anchors @ 14" o.c. Mullions Fixed Glass Block Glass Skylights Sliding Glass Doors 30/-33 56/-65 Lawson 9200 FL 15441.4 impact #12 SMS anchors @ 13" o.c. Swing Type Doors 32/-35 80/-80 Jeld-wen G-panel steel FL 11136.2 N/A #8 wood screw @ 8" o.c. French Doors impact Garage Doors Hurricane Protection Roof Ventilation Roofing Material I have reviewed the above components or cladding and I have approved their use in t structur hese products provide adi wind loads and forces specified by current code provisions. Name: Rodolfo Villamizar, P.E. Signature: Design Prof. MBV Engineering, Inc. Cert. No. 3728 Date: ;ateEN e seal 9�p No. 61000 �o ••. STATE OF H. FORM 405'10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: JOHN HALEN Builder Name: Street: 5405 PALEO PIMES CIR Permit Office: City, State, Zip: FT. PIERCE, FL, Permit Number: Owner. Jurisdiction: Design. Location: FL, Fort Pierce 1. New construction or existing Addition 9. Wall Types (928.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame -Wood, Exterior R=13.0 928.00 W 3. Number of units, if multiple family 1 b. N/A R= ft2 4. Number of Bedrooms(Bedrms In Addition) 1(1) c. N/A d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (720.0 sgft.) R= ft2 Insulation Area 6. Conditioned floor area above grade (W) 720 a. Under Attic (Vented) b. N/A R=30.0 720.00 ft2 R= ft2 Conditioned floor area below grade (ft2) 0 c. NIA R= ft2 T Windows(79.0 sgft.) Description Area 11. Ducts a. Sup: Attic, Ret: Attic, AH: ADDITION R ft2 6 85 • a. U-Factor: Sgl, U=0.68 79.00 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency _ SHGC: a. Central Unit 54.0 SEER:16.00 c. U-Factor. N/A ft2 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBhAr Efficiency SHGC: a. Electric Strip Heat 34.0 COP:1. 0 Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems - None required 8. Floor Types (720.0 sgft.) Insulation Area a. Cap: N/A a. Slab -On -Grade Edge Insulation R=0.0 720.00 W b. Conservation features EF: 0.000 b. WA R= ft2 c. N/A R= ft2 15. Credits Pstat -Glass/Floor Area: 0.110 Total Proposed Modified Loads: 13.12 Total Standard PASS Reference Loads: 16.40 I hereby certify that the plans and specifications covered by this Review of the plans and THE Sr calculation are in compliance with the Florida Energy Code. specifications covered by this ti3O�¢�""p°'° O� calculation indicates compliance with the Florida ff�t%„ `�.;,,�•`� PREPARED BY: i � DATE: Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 ti ! �:..... C I herebycertify that this building, fY d ng, as designed, is in compliance Florida St Statutes. with the Florida Energy Code, �y _ '0 WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 1/16/2014 7:47 PM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: JOHN HALEN User 1 Single-family Addition Bedrooms: 1 Conditioned Area: 720 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address 5405 PALED PIMES Cl ST. LUCIE COUNTY FT. PIERCE, FL, CLIMATE v Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL ST LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Block1 720 5760 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 ADDITION 720 5760 Yes 2 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio ADDITION 116 ft 0 720 ft2 __-_ 0 0 1 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 780 ft2 0 ft2 Medium 0.96 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 720 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) ADDITION 30 720 ft2 0.11 Wood 1/16/2014 7:47 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 1 N Exterior Frame - Wood _ 2 E Exterior Frame - Wood _ 3 S Exterior Frame - Wood 4 W Exterior Frame - Wood # Omt Door Type 1 W Insulated V Wall # Omt ID Frame Panes 1 N 1 Metal Single (Tinted) 2 N 1 Metal Single (Tinted) 3 E 2 Metal Single (Tinted) _ 4 W 4 Metal Single (Tinted) ' # Scope Method 1 Wholehouse Best Guess WALLS Cavity Width Height Space Et In Et In ADDITION 13 40 8 ADDITION 13 18 8 ADDITION 13 40 8 ADDITION 13 18 8 DOORS Space Storms U-Value ADDITION None .46 WINDOWS Orientation shown is the entered, Proposed orientation. NFRC U-Factor SHGC Area Yes 0.68 0.5 20.0 ft' Yes 0.68 0.5 15.0 ft' Yes 0.68 0.5 40.0 ft' Yes 0.68 0.5 4.0 ftz INFILTRATION SLA CFM 50 ELA EgI-A .0005 944.3 51.84 97.49 HEATING SYSTEM Sheathing Framing Solar Below 0 320.0 ft' 0 0 0.75 0 144.0 ft' 0 0 0.75 0 320.0 ft' 0 0 0.75 0 144.0 ft? 0 0 0.75 0 Width Height Area Ft In Ft In 3 6 8 20 ft' Overhang Depth Separation Int Shade Screeni 2 ft 0 in 6 ft 0 in Drapes/blinds None 2 ft 0 in 6 it 0 in Drapes/blinds None 2 ft 0 in 6 ft 0 in Drapes/blinds None 2 ft 0 in 6 ft 0 in Drapestblinds None ACH ACH 50 .365 9.8363 # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP: 1 34 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 16 54 kBtu/hr 1620 cfm 0.75 1 sys#1 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF ftz 1/16/2014 7:47 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 DUCTS V — Supply — — Return — Air CFM 25 CFM25 HVAC # # Location R-Value Area Location Area Leakage Type Handier TOT OUT QN RLF Heat Cool 1 Attic 6 85 ft' Attic 20 ft' Default Leakage ADDITION (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan HeatinH Jan Feb H Feb Mar H Mar Apr APrI Ma MayL X Jun Jun Jul rl Jul AuSeP rl Au rl Se Oct Oct W Nov Nov H Dec HDec Ventin Jan Feb X Mar A r Ma [ Jun Jul Aug Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (VVD) 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 1/16/2014 7:47 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 5405 PALEO PIMES CIR PERMIT #: FT. PIERCE, FL, MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which 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 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 1/16/2014 7:47 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. 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: Sgl, U=0.68 SHGC: SHGC=0.50 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 5405 PALEO PIMES CIR, FT. PIERCE, FL, Addition Single-family 1 1(1) No 720 Area 79.00 ft2 ft2 ft2 ft2 2.000 ft. 0.500 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 720.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types a. Frame - Wood, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic, Ret: Attic, AH: ADDITION 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat 14. Hot water systems - None required a. b. Conservation features 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: - Date: 116he/ Address of New Ho 4;—rw< a ?,4e�s �, City/FL Zip: % �/ pt� Insulation Area R=13.0 928.00 ft2 R= ft2 R= ft2 R= ft2 Insulation Area R=30.0 720.00 ft2 R= ft2 R= ft2 R ft2 6 85 kBtu/hr Efficiency 54.0 SEER:16.00 kBtu/hr Efficiency 34.0 COP:1.00 Cap: N/A EF: Pstat yO�Ttiu S74T� ID6D WE *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. Contact the EnergyGauge Hotline at (321) 638-1492 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 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Project Summary Jo �+ wrightsoft, Date:Entire House By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@ADL.COM For. JOHN HALEN 5405 PALEO PINES CIR, FT. PIERCE, FL Notes: Weather. Winter Design Conditions Outside db Inside db Design TD Tallahassee, FL, US Summer Design Conditions 28 OF Outside db 70 OF Inside db 42 OF Design TD Daily range Relative Humidity Moisture difference Heating Summary Structure 31474 Ducts 12182 Central vent (0 cfm) 0 Humidification 0 Piping 0 Equipment load 43657 Infiltration Method Construction quality Fireplaces 90 OF 75 OF 15 OF M 50 % 49 gr/lb Sensible Cooling Equipment Load Sizing Btuh Structure 24860 Btuh Btuh Ducts 13921 Btuh Btuh Central vent (0 cfm) 0 Btuh Btuh Blower 0 Btuh Btuh Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 36841 Btuh Simplified Average 0 Heating Cooling Area (ft2) 2086 2086 Volume (ft$) 16560 16560 Air changes/hour 0.32 0.16 Equiv. AVF (cfm) 88 44 Heating Equipment Summary Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 100 EFF 4.0 kW 13727 Btuh 7 OF 1800 cfm 0.041 cfm/Btuh 0 in H2O Latent Cooling Equipment Load Sizing Structure 2271 Btuh Ducts 3176 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 5448 Btuh Equipment total load 42289 Btuh Req. total capacity at 0.70 SHR 4.4 ton Cooling Equipment Summary Make Rheem Trade RHEEM 14AJM SERIES Cond 14AJM56 Coil RHLL-HM6024++RCSL-H"6024 AHRI ref 3799471 Efficiency 13.0 EER, 16 SEER Sensible cooling 37800 Btuh Latent cooling 16200 Btuh Total cooling 54000 Btuh Actual airflow 1800 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.88 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wri htsoftN 2014 Jan-16 19:age 1 9 Right -Suite® Universal 2013 13.0.01 RSU08101 Page 1 ACCA ...CalcsMocumentslWrightsoft WAC\HALEN, JOHN.rup Calc = MJ8 Front Door faaes: N - wrightsoft° Right-M Worksheet Job: Entire House Date: QUICK CALCS, INC. By. 317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKC4LCS@PAL.COM 1 Room name Entire House EXISTING HOUSE 2 Exposed wall 181.0 ft 106.0 ft 3 Room height 8.0 ft d 8.0 ft heat/cool 4 5 Room dimensions Room area 2070.0 ft2 1.0 x 13W.0 ft 1368.0 ft2 Ty Construction U-value Or HTM Area (ft=) Load Area (W) 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 W 12C-0sw. 0.091 ne 3.82 2.02 400 339 , 1296 687 256 236, 902 478 1Aclom 1.270 ne 53.34 69.20 20 0 1067 1384 20 0 1067 13M u--G �--G 1Aclomd 1.270 ne 53.34 69.20 41 0 2176 2823 0 0 0 0 Vr 12C-0sw 0.091 se 3.82 2.02 288 227 869 460 288 227 869 460 11 I--G 1Aclom 1.270 se 53.34 72.50 40 0 2111 2870 40 0 2111 2870 11 DO 0.390 se 16.38 10.63 21 21 344 223 21 21 344 223 -D W 12C-0sw 0.091 sw 3.82 202 296 257 981 520 ' 152 137 524 277 10A-m 1.670 sw 70.14 43.98 20 0 1431 897 0 0 0 0 1A-clom 1.270 sw 53.34 72.50 4 0 213 290 0 .0 0 0 1Aclom 1.270 sw 53.34 72.50 15. 0 800 1088 15 0 800 _ 1088 VN 12C-0sw 0.091 nw 3.82 2.02 464 404 1544 818 152 122 466 247 T-G IA-clom 1.270 nw 53.34 69.20 60 0 3200 4152 30 0 1600 2076 P 12C-Osw 0.091 - 3.82 1.12 280 280 1070 315 280 280 1070 315 C 16A-30ad 0.032 - 1.34 2.26 2070 2070 2782 4686 1" 1368 1839 3097 F 22A-tpl 0.989 - 41.54 0.00 2070 181 7518 0 1368 106 4403 0 6 c) AE D excursion 0 -247 Envelope loss/gain 27404 21213 15995 12268 12 a) Infiltration 4070 727 23B4 426 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 4 920 Appliances/other 2WO 2000 Subtotal (lines 6 to 13) 31474 24860 18379 15614 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 31474 24860 18379 15614 15 Duct loads 39% 56% 12182 13921 39% 56% 7114 8743 Total room load 43657 38780 25493 24357 Air required (cfm) ism 1800 1051 1131 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .� wri htSOtFta 2014-Jan-1619:48:18 g RightSuite® Universal 2013 13.0.01 RSU08101 Page 1 ...Calcs\Documents\Wrightsoft HVAC\HALEN, JOHN.rup Calc = MJ8 Front Door faces: N - 1- wrightsoft° Right-M Worksheet Job: Entire House Date: By: QUICK CALCS, INC. 317ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-4666796 Email: QUICKCALCS@AOL.COM 1 Room name MASTERADDITION NEW LIVING 2 Exposed wall 36.0 ft 39.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 18.0 x 18.0 ft 324.0 ft2 21.0 x 18.0 ft 378.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft;-'I') (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-0sw 0.091 ne 3.82 2.02 0 0 0 0 144 103 394 209 1A-c1om 1.270 ne 53.34 69.20 0 0 0 0 0 0 0 0 C C 1A-c1omd 1.270 ne 53.34 69.20 0 0 0 0 41 0 2176 2823 V 12C-Osw 0.091 se 3.82 2.02 0 0 0 0 0 0 0 0 11 I- G �- D 1A-clom 1.270 se 53.34 72.50 0 0 0 0 0 0 0 0 11 DO 0.390 se 16.38 10.63 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 3.82 ' 2.02 144 120 457 242 0 0 0 0 I--G 10A-m 1.670 sw 70.14 43.98 20 0 1431 897 0 0 0 0 IA-clom 1.270 sw 53.34 72.50 4 0 213 290 0 0 0 0 IA -clam - 1.270 sw .53.34 72.50 0 0 0. 0 0 0 0 0 y✓ 12C-0sw 0.091 nw 3.82 2.02 144 144 550 292 168 138 527 279 T--G IA-c1om 1.270 nw 53.34 69.20 0 0 0 0 30 0 1600 2076 P 12C-0sw 0.091 - 3.82 1.12 0 0 0 _ 0 0 0 0 0 C 16AS0ad 0.032 - 1.34 2.26 324 324 435 734 378 378 508 856 F 22A-tpl 0.989 - 41.54 0.00 324 36 1495 0 378 39 1620 0 6 c) AE D excursion 347 -100 Envelope loss/gain 45M 2801 6826 6144 12 a) Infiltration 810 145 877 157 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 5392 2946 7703 6300 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5392 2946 7703 6300 15 Duct loads 39% 560/0 2087 1649 390A 560/0 2982 3528 FTTotal room load 7479 4595 10685 9828 Air required (cfm) 308 213 441 456 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. Wri htsofV 2014-Jan-16 19:48:18 9 RightSuite® Universal 2013 13.0.01 RSU08101 Page 2 '�� ...Calcs\Documents\Wrlghtsoft HVAC\HALEN, JOHN.rup Calc = MJ8 Front Door faces: N This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2013. Certificate of Product Ratings AHRI Certified Reference Number: 3799471 Date: 1/19/2014 Product: Split System: Air -Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: 14AJM56 Indoor Unit Model Number: RHLL-HM6024+RCSL-H*6024 Manufacturer: RHEEM SALES COMPANY, INC. Trade/Brand name: RHEEM, RUUD, WEATHERKING Series name: Manufacturer responsible for the rating of this system combination is RHEEM SALES COMPANY, INC. Rated as follows in accordance with AHRI Standard 2101240-2008 for Unitary Air -Conditioning and Air -Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (Btuh): 54000 EER Rating (Cooling): 13.00 * Ratings followed by an asterisk (*) indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified at www.ahridirectoryorg, A "IMF, Air -Conditioning, Heating, click on "Verify Certificate" link and enter the AHRI Certified Reference Number and the date on Also ■� `' and Refrigeration Institute which the certificate was issued, which is listed above, and the Certificate No., which is listed below. 02013 Air -Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 130346325005167354 1 oe��l ��oPo y 411 �O � oF�o �Q�� ►�O 1 6�_ MAP OF G BOUNDARY SURVEY GRAPHIC SCALE ' 1 ' 20' 40 Co�9c� 1 - 201 3F tS 01 4". 4 �pp� FO yg 6� p � 2.2' k• 00 Q FEE Q(i.�;�,�6 r1p �4 0�' "h' ti yam._ � A Op• Op�fit` N GQ�� i 0A G fl. �4 Gp�G JQQ�P��� co r4 SOD LEGEND IP= IRON PIPE CM = CONCRETE MONUMENT IRC = IRON ROD WITH CAP ��sF IR = IRON ROD ID = IDENTIFICATION FND.= FOUND CONC.= CONCRETE �• °� tio�A P.B. = PLAT BOOK O.R.B. = OFFICIAL RECORD BOOK PG. = PAGE (C) = CALCULATED (P) = PLAT (S) = SURVEYED = UTILITY POLE WDF = WOOD FENCE CLF = CHAIN LINK FENCE PLF = PLASTIC FENCE 40. C, Y 4�`tiQPV Py l0 4 RO 60 St. ucl Co. L Date 11bit 40 p roved MES = MITERED END SECTION CMP = CORRUGATED METAL PIPE x22.27 = EXISTING SPOT ELEVATION CERTIFIED TO: �®s = PROPOSED ELEVATION JOHN HALEN / LEGAL DESCRIPTION: LOT 362, HOLIDAY PINES SUBDIVISION PHASE II—B, ACCORDING TO MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 20, PAGES 12 AND 12A THROUGH 12E OF PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SURVEYORS NOTES 1.) THIS SURVEY DOES NOT DETERMINE OR INDICATE LAND OWNERSHIP. 2.) THE SURVEYOR DID NOT RESEARCH OR ABSTRACT THE LAND RECORDS FOR RIGHTS —OF —WAY, EASEMENTS, RESERVATIONS, DEED RESTRICTIONS, ZONING REGULATIONS, SETBACKS, LAND USE PLAN DESIGNATIONS, ADJOINING DEEDS, LIENS, MURPHY ACT RIGHTS —OF —WAY, AREAS OF LOCAL CONCERN, OR OTHER SIMILAR JURISDICTIONAL DETERMINATIONS. TO THE EXTENT THAT THIS TYPE OF INFORMATION IS SHOWN, IT IS SHOWN SOLELY ON THE BASIS OF INFORMATION PROVIDED BY THE CLIENT OR INFORMATION OTHERWISE KNOWN TO THE SURVEYOR AND MAY NOT BE COMPLETE. 3.) UNDERGROUND UTILITIES, BUILDING FOUNDATIONS, AND OTHER UNDERGROUND FIXED IMPROVEMENTS WERE NOT LOCATED, UNLESS OTHERWISE INDICATED. TO THE EXTENT THAT THIS TYPE OF INFORMATION IS SHOWN, IT IS SHOWN SOLELY ON THE BASIS OF SURFACE INDICATIONS OBSERVED BY THE SURVEYOR AND MAY NOT BE COMPLETE. 4.) JURISDICTIONAL WETLANDS AND ENDANGERED OR THREATENED SPECIES HABITAT, IF ANY, THAT MAY EXIST ON OR AROUND THE SURVEY SITE WERE NOT DETERMINED OR LOCATED. 5.) THE SURVEY DATE IS THE FIELD DATE SHOWN IN THE TITLE BLOCK, NOT THE SIGNATURE DATE. 6.) BEARINGS BASED ON THE ASSUMPTION THAT THE CENTERLINE OF PALEO PINES DRIVE BEARS S.45-44'28"W. PER PLAT OF HOLIDAY PINES SUBD. 7.) ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 REFERENCING ST. LUCIE COUNTY VERTICAL CONTROL POINT "VERO" AT AN ELEVATION OF 5.9072 METERS OR (19.38 FEET)NAVD88. 8.) LOT DIMENSIONS ARE AS PLATTED UNLESS OTHERWISE NOTED. REVISIONS DATE REF IRS 08-105, FB 28, PG 55 INDIANRIVER SURVEY, INC. PROFESSIONAL SURVEYING AND MAPPING CERTIFICATE OF AUTHORIZATION No. LB 7545 1835 20TH STREET, VERO BEACH, FLORIDA 32960 PHONE (772) 569.7880 FAX (772) 778-3617 PLOT PLAN 2 3 14 FORM BOARD SURVEY 2 21 14 NOT VALID ITF OUT T. ' - SIGNATURE AND THE ORIGINAL RAISED SEAL OF A F - P. L;I�� '.1"U SURVEYOR AND MAPPER SIEVE CARTIE HIKE, LS4$95 DATE FLORIDA REGISTERED ,:-AND SURVEYOR FIELD BOQK: N/k PAGE(S): N/A I DRAWN: SAM FIELD DATE 1 1 /17/1 FLOOD ZONE "X", FLOOD INSURANCE RATE MAP NUMBER 121 1 1 C070 J, DATED FEBRUARY 2, 2'012. 1 SCALE: 1 " = 20' 1 JOB NO: IRS-14-1 1 G 6� MAP OF FER _ 2��� BOUNDARY SURVEY Public Works 1 'St. [,ucie County, It: GRAPHIC SCALE Py V, 16, 20' 40 �o �Q'0 Epp• / Po �pQp� °�9,�c`S'�Ro 1" = 20 0,41 J �. 2� FOJyo�6g0 / ' 0 `LO 0-�0 41.0' 0 0 �� ��� � 6,p9i_ � ti o• RF �` oh �o F� S\' rL' G �t. GO r5 1�Plp0 LEGEND IP= IRON PIPE h�Dc CM CONCRETE MONUMENT Dc Q h 0 IRC = IRON ROD WITH CAP IR =IRON ROD fV 0 ID = IDENTIFICATION FND.= FOUND MIN. SETBACK REQ. CONC.= CONCRETE P.B. = PLAT BOOK O.R.B. = OFFICIAL RECORD BOOK FRONT Q���P� PG. = PAGE (C) = CALCULATED SIDES O 6o Q (P) = PLAT CNR SIDFS _ .jQ' (S) = SURVEYED = UTILITY POLE REAR (� WDF = WOOD FENCE ti�90 CLF = CHAIN LINK FENCE ZNG. PLF = PLASTIC FENCE MES = MITERED END SECTION TEC ' CMP = CORRUGATED METAL PIPE x22.27 = EXISTING SPOT ELEVATION CERTIFIED TO: 22. = PROPOSED ELEVATION JOHN HALEN LEGAL DESCRIPTION: LOT 362, HOLIDAY PINES SUBDIVISION PHASE II—B, ACCORDING TO MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 20, PAGES 12 AND 12A THROUGH 12E OF PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. o SURVEYORS NOTES 1.) THIS SURVEY DOES NOT DETERMINE OR INDICATE LAND OWNERSHIP. 2.) THE SURVEYOR DID NOT RESEARCH OR ABSTRACT THE LAND RECORDS FOR RIGHTS —OF —WAY, EASEMENTS, RESERVATIONS, DEED RESTRICTIONS, ZONING REGULATIONS, SETBACKS, LAND USE PLAN DESIGNATIONS, ADJOINING DEEDS, LIENS, MURPHY ACT RIGHTS —OF —WAY, AREAS OF LOCAL CONCERN, OR OTHER SIMILAR JURISDICTIONAL DETERMINATIONS. TO THE EXTENT THAT THIS TYPE OF INFORMATION IS a SHOWN, IT IS SHOWN SOLELY ON THE BASIS OF INFORMATION PROVIDED BY THE CLIENT OR INFORMATION OTHERWISE KNOWN TO THE a SURVEYOR AND MAY NOT BE COMPLETE. 3.) UNDERGROUND UTILITIES, BUILDING FOUNDATIONS, AND OTHER UNDERGROUND FIXED IMPROVEMENTS WERE NOT LOCATED, UNLESS OTHERWISE INDICATED. TO THE EXTENT THAT THIS TYPE OF INFORMATION IS SHOWN, IT IS SHOWN SOLELY ON THE BASIS OF SURFACE INDICATIONS OBSERVED BY THE SURVEYOR AND MAY NOT BE COMPLETE. 4.) JURISDICTIONAL WETLANDS AND ENDANGERED OR THREATENED SPECIES HABITAT, IF ANY, THAT MAY EXIST ON OR AROUND THE SURVEY SITE WERE NOT DETERMINED OR LOCATED. Q 5.) THE SURVEY DATE IS THE FIELD DATE SHOWN IN THE TITLE BLOCK, NOT THE SIGNATURE DATE. o 6.) BEARINGS BASED ON THE ASSUMPTION THAT THE CENTERLINE OF PALED PINES DRIVE BEARS S.45.44'28"W. PER PLAT OF HOLIDAY PINES SUBD. 7.) ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 REFERENCING ST. LUCIE COUNTY VERTICAL CONTROL POINT "VERO" AT AN ELEVATION OF 5.9072 METERS OR (19.38 FEET)NAVD88. 8.) LOT DIMENSIONS ARE AS PLATTED UNLESS OTHERWISE NOTED. REVISIONS DATE PLOT PLAN 2 3 14 REF: IRS 08'105, FB 28, PG 55 NOT VALID W.ITHO i HE SIG ATURE AND THE ORIGINAL RAISED INDIAN RIVER SURVEY, INC. SEAL OF ` ICc11TSE S VEYOR AND MAPPER PROFESSIONAL SUR VEYING AND MAPPING CERTIFICATE OF AUTHORIZATION No. LB 7545 STi_VE CAt.TE: NINE', L-4895 DATE 1835 20TH STREET, VERO BEACH, FLORIDA32960 FLORIDA REQSTEREIO LAND SURVEYOR PHONE (772) 569.7880 FAX (772) 778-3617 FFIELD BOOK:=N/ T"AGE(S): N/A DRAWN: SAM FIELD DATE 11 /17/14 FLOOD ZONE "X", FLOOD INSURANCE RATE MAP NUMBER 121 1 1 C070 J, DATED FEBRUARY 2, 2012. SCALE: I" = 20' JOB NO: IRS-14-1 17