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Home My WebLink AboutSUBMITTED PAPERSOFFICE USE ONLY -T SECTION TOWNSHIP ZONING ► I LAND USE FLOOD ZONE IX I FIRM MAP # I CONST TYPE I I OCCUP TYPE WATER 4�uto I SEWER LOT OF REC I I LOT OF REC Before 1/1990 After 111990 REPORT I I HABITABLE CODE AMA m A rU-AXT % BP #: RANGE MAP NO. LOT CVG % TAZ NO. 1 ST FLR ELV MAX HGT MAX OCCUP l SPRINKLERS LOT SPLIT REQUIRED RADON FEE LIBRARY PUBLIC BID IMPACT FEE PUBIC BID IMPACT IMPACT. 1 FEE 1 CORRECTION FEE GENERAL ROAD { CREDIT Y N SCHOOL IMPACT Q1 I IMPACT — FEE FEE1-0 1 FIREIEMSDRIVEWAY IMPACT 5b-1 REQUIRED N DRIVEWAY FEE FEE SPECIFY MECHANIC SUBS ELECTRIC REQUIRED PLUMBING ROOF " I NON -CONFORMING GAS LOT OF RECORD FEES DATE SENT TO ADDRESSING:A /14- REVIEWS FRONT ZONING CO R REVIEW DATE RECEIVED `-1 e DATE- — INITIALS F-7 # OF FLRS STORMWATER LOT SPLIT APPROVED PERMIT FEE PARKS IMPACT FEE LAW ENF IMPACT FEE ADMINISTRATIVE VARIANCE FEE MISCELLANEOUS FEES SUPERVISOR REVIEW PLANS REVIEW VEGETATION REVIEW SEA TURTLE MANGROVE REVIEW REVIEW OFFICE USE DATE FILED ONLY: X Y. � � ` v r � RECEIPT NO.: --�' PERMIT NUMBER: PLAN REVIEW FE CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED ::,.. " • T , PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION _ 2300 Virginia Avenue 1 - q Ft. Pierce, FL 34982-5652 U 772-462-1553 %SIC-�1 cis Ta4-Ife s N� APPLICATION for BUILDING PERMIT e CERTIFICATE of CAPACITY/ZONING COMPLIANCE��'� V� �' PROJECT INFORMATION I. LOCATIONfSITE ADDRESS: 2. PROJECT NAME: 0 N Oes SITE PLAN NAAM: 3. PROPERTY TAX ID #: 34 02 - 610 - 0 3 B ® o o ® - z 4. LEGAL DESCRIPTION (attach extra sheets if necessary): `O-e se;��-� 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. _ 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): O o 23 LOT DIMENSIONS: 60 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: CA e�& C d 11. SETBACKS (ACTUAL) FRONT;.3�� BACK: L��4 0 30 RIGHT SIDE: Z't o q-9 LEFT SIDE: lSa U3 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [dj NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] RESIDENTIAL j ] COMMERCIAL [ "] INDUSTRIAL [ ] OTHER (SPECIFY) l (� 13. DESCRIPTION OF PROPOSED USE-"�C. 14. SQ. FT OF CONSTRUCTION: , [O !� O Sc4 F'� r 15. SF. FT Ist FLOOR 16. VALUE OF CONSTRUCTION: $ d (0 1 q b� 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 value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 �" C UPDATED 6125/09 OWNER INFORMATION t l NAME: 5A cA e A 0.�, Ali ADDRESS: O �-� ZIP: 3 �� CITY: �D `�� CO—\- STATE: �- PHONE (DAYTIME): �Z (o� - 1 (� Email: CJou1�4� L° 5� ti-�eieln�la`��-4 ®ems IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. ^ FEE SINIPLE TITLEHOLDER: ADDRESS: �J -e- STATE: ZIP CITY: PHONE (DAYTIME): CONTRACTOR INFORMATION I,i ST. of FL REG.CERT #: G (�O C ' l S i 5 4 145 ST. LUCIE COUNTY CERT #: BUSINESS NAME: ©ice G06�5 �oN QUALIFIERS NAME: V� N,) ©te, &,0& ADDRESS: �� w �v�o e of 3 �o��STATE: CITY: �1- ZIP: 3 �S PHONE (DAYTIME): ( _ 2) 9 s � - Z'� � FAX NO. Z - 3 (o - 3 Email: OESe C..ea� �-4sc�c�:om5�e� C�eS ��Qiih©cb . ARCHIT/ENGINEER: 1 �e 1 cl�l ADDRESS: CITY: PHONE (DAYTIME): ) $ S Q 3 S_� STATE: L- ZIP: 314�13q BONDING COMPANY: ADDRESS: �` STATE: ZIP: CITY: MORTGAGE LENDER: ADDRESS: CITY: A fk >� STATE: ZIP: IlVIPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by anal t 6_L CERTIFICATION: 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.applicati.on. 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 YOURRIGHT, 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. u"u -b (0 A � OWNER OR CONTRACTOR SIGNATURE STATE OF COUNTY OF __ 47. W 0. j The foregoing instrument warms, acknowledged before j me this 0 day ofi,�I !V 1 '� `'1' +20 1, by ut �V9ri I"yri�iI � who is personally known V or has produced A ,as identification. �' Vu Sg ature of Notar, `0 0.�tr CONTRACTOR SIGNATURE STATE OF FLOKWA r�'•7-- j °l fj 6' j COUNTY OF `-,9 L l/ C I The foregoing instrument was acknowledged before V B/ me this �wA . by who is personally known or has produced as -identification. IMMAY Q(kUff1V ignature of Notary] ? U_L0 SA1 " BRITTANY SMITH, • `� �Y °Y BRITTANY SMITH Commission No.e ®�f °<I Y ^ Commission No. ==s lea #.* ea1�Y COMMISSION# EE 026613; COMMISSION # EE 02E ;:o EXPIRES: September 16, 2014 EXPIRES: September 16, pd 4P` Bonded 7hru Notary Public UnderwriterspF Bonded Thru Notary Public Unde NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. 1 LOT 16 BLOCK 84\ VACANT FNDJRC— M # 4971 SEPTIC / AREA / OUT OF ' RANGE / LOT 17 BLOCK 84 VACANT - POTABLE WELL 75_00' ii I 1 SET IRC -H PSM # 4971 1 LOT 18 \ BLOCK 84 VACANT CERTIFIED TO: ST. LUCIE HABITAT FOR HUMANITY, INC.; ®--- 50_00' RRIGATION WELL / / LOT 34 BLOCK 84 / OCCUPIED FFE = 20.62' 17.23 00 O 0 0 S 89'58'08" E 47.30' LOT 35 BLOCK 84 VACANT 7.20' x 19.65 x 17,30 3' 3z_r n SEPTIC AREA ISg 49 FND IRC PSM If 4971 125.00' —� EXISTING FORMS AVERAGE ELEV. = 'fB'3--2' PROPOSED MINUMUM = 18.30' 42.03' 1�,3pp 125.00' 1 S 89'58'0$" E 63 I Gp. / Goo ed. LOT 36 Oa{ BLOCK 84 / OCCUPIED / FFE = 19.69 1' N!63 35.70' O 00 O O O 0 g �o 5 35.70' FEND IP I' (NO ID '��P ti r2O 3 SEPTIC AREA L-1 FND IP (NO ID) CIIARLES ARNOLDGATE SIGNED PROFESSIONAL SURVEYOR & MAPPER FLOWDA LICENSE NO. 4971 T r*1 30.00 30.00 w �N 0 FND NAIL (NO ID) ELEV=16.79' NAVD OF 1988 rn 0 SET NAIL & DISK PSM #4971 ELEV=16.82 NGVD OF 1988 •• � :t.0: 16,61 6, I 0 o O O O 0 0 N O SET NAIL & DISK PSM #4971 Boundary * Topociraphic Survey For: 5t Lucie Habitat for Humanity Inc. STREET AD D RE55 : 6107 TANGELO DRIVE, FORT PIERCE, FL 34982 LEGAL DESCRIPTION: LOT 35, BLOCK 83, ACCORDING TO THE PLAT OF INDIAN RIVER ESTATES UNIT NINE AS RECORDED IN M, PLAT BOOK 10, PAGE 74, OF THE PUBLIC RECORDS OF s SAINT LUCIE COUNTY, FLORIDA. 1 20 30 LEGEND � ABBREVATIONS: GRAPHIC SCALE IN FEET A/C DENOTES AIR CONDITIONER OCC. DENOTES OCCUPIED BLK DENOTES BLOCK OHP DENOTES OVERHEAD UTILITIES BSL DENOTES BUILDING SETBACK LINE ORB DENOTES OFFICIAL RECORDS BOOK CBS DENOTES CONCRETE BLOCK STRUCTURE PB DENOTES PLAT BOOK CONC. DENOTES CONCRETE CM DENOTES CONCRETE MONUMENT PCP DENOTES PERMANENT CONTROL POINT CA DENOTES CENTERLINE PG. POB DENOTES PAGE DENOTES POINT OF BEGINNING D&UE DENOTES DRAINAGE & U71UTY EASMENT POC DENOTES POINT OF COMMENCEMENT ELEC. DENOTES ELECTRIC ELEV DENOTES ELEVATION PSM DENOTES PROFESSIONAL SURVEYOR & MAPPER FFE DENOTES FINISH FLOOR ELEVATION IP DENOTES IRON PIPE FND DENOTES FOUND IR DENOTES IRON ROD C DENOTES CALCULATED FROM FIELD MEASUREMENTS IRC DENOTES IRON ROD & CAP P DENOTES PLAT DATA LB DENOTES LICENSED BUSINESS M DENOTES MEASURED DATA LS DENOTES LICENSED SURVEYOR ID DENOTES IDENTIFICATION NUMBER R/W DENOTES RIGHT OF WAY �) DENOTES FLOW LINE TOB DENOTES TOP OF BANK 401' DENOTES ELEVATION (TYPICAL) TYP DENOTES TYPICAL DENOTES WATER METER UE DENOTES UTILITY EASEMENT DENOTES SEWER MANHOLE VAC. DENOTES VACANT DENOTES UTIUTY POLE ® DENOTES ELECTRIC SERVICE BOX AVD DENOTES NORTH AMERICAN VERTICAL DATUM SERVICE BOX DENOTES WELL GENERAL NOTES: 1. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE CENTERLINE OF TANGELO DRIVE HAVING A BEARING OF N00'00'00"E, ACCORDING TO THE PLAT OF INDIAN RIVER ESTATES UNIT NINE, AS RECORDED IN' PLAT BOOK 10, PAGE 74, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 3. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 4. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO281 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 5. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988. 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. 7. THE LAST DATE OF FIELD WORK WAS DECEMBER 12, 2013. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. NOTE: ADDED FORMBOARDS TO SURVEY 02/19/2014 BY CA © COPYRIGHT ARNOLD SURVEYING, INC. 2014 ALL DRAWINGS OR DOCUMENTS AND COPIES THEREOF ARE INSTRUCTIONS OF SERVIGE AND REMAIN THE PROPERTY OF ARNOLD SURVEYING, INC. THE REPRODUCTION OR UNAUTHORIZED U5E OF THESE DRAWINGS OR ANY OTHER PROJECT DOCUMENTS WITHOUT WRITTEN PERMISSION FROM ARNOLD SURVEYING, INC. IS STRICTLY PROHIBITED. THIS DRAWING OR DOCUMENT 15 PROTECTED BY FEDERAL COPYRIGHT LAW5. JOB NO: 13-545 DESC: IRE 9 DATE: 12/14/13 SCALE: 1 "=30' DRAWN BY: CA ARNOLD SURVEYINEi, INC. PROFESSIONAL SURVEYORS ARID MAPPERS FLORIDA LICENSED BUSINESS NUMBER 7903 4888 N. KINGS HWY #425, FORT PIERCE, FLORIDA 34951 24 VERDE VISTA, FORT PIERCE, FLORIDA 34951 PHONE: (772) 460-8211 FAX: (772) 460-8210 LOT 16 BLOCK 84 VACANT \ SEPTIC AREA / OUT OF ' RANGE / Lj LOT 17 BLOCK 84 VACANT 75_00' ®-- — 50_00' — RRIGATION WELL / SEPTIC LOT 34 AREA BLOCK 84 /OCCUPIED FFE = 20.62' 1949 11� FND IRC x 19,65 PSM # 4971 �— S 89'58'08" E 125.00' # 4971 11 ` " 1 2498' O O ri 47.30' 0 J doss- _ _e _M V40A In p I' 17,23 LOT 35 + p w a %° (AVACANT 00 BLOCK 84 N M 17 m o IRM gi POTABLE -'"� WELLf� - I 15.04' 125.00' --= --a IS 89.58'0 " E PSM # 4971 63 1 / MIN,5� K REQ. FRONT \ SIDES LOT 18 � LOT 36 BLOCK 84 CNR SIDE LOCK 84 St. LLSGie Coun %HHWk§ffffDepartment REAR OCCUPIED Environmental R E = 19.69 Septic System Appearl ldequa -,,�` c ,r� Z��' =or Proposed Construction H'- f;�is Approval Does Not Guarantee serf rmanceotT System CERTIFIED To: ST. LUCIE HABITAT FOR HUMANITY, INC.; t 28.00.. " :GREEN ... AREA 1 PROPOSED ENTRY 10, FND IP 1510E $0� (NO ID 03 SEPTIC AREA L-1 FND IP (NO ID) rzg.'ed 011 " 0 d� /� / 'Z'd ' (BHA L 'f D TE SIGNED PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICENSE NO. 4971 7 —10 0 N O P 0 00 o s , 30.00 I6-715. o N 0 1 D 2 D 4 O 0 4j i �- o I �6 I� 0 m 30.00 0 ;rz O 00 O o0 ao 0 m 1. w 16!p FND NAIL (NO ID) ELEV=16.79' NAVD OF 1988 SET NAIL & DISK PSM #4971 ELEV=16.82 NGVD OF 1988 IDoundary * Topographic Survey For: 5t Lucie Habitat for Humanity Inc. STREET ADDRESS: 6107 TANGELO DRIVE, FORT PIERCE, FL 34982 LEGAL DESCRIPTION: LOT 35, BLOCK 83, ACCORDING TO THE PLAT OF INDIAN RIVER ESTATES UNIT NINE, AS RECORDED IN PLAT BOOK 10, PAGE 74, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. r 0 10 20 30 LEGEND � AD D RE V AT I O N S : GRAPHIC SCALE IN FEET A C DENOTES AIR CONDITIONER OCC. DENOTES OCCUPIED B BSL DENOTES BLOCK DENOTES BUILDING SETBACK LINE OHP DENOTES OVERHEAD UTILITIES CBS DENOTES CONCRETE BLOCK STRUCTURE ORB DENOTES OFFICIAL RECORDS BOOK CONC. DENOTES CONCRETE PB DENOTES PLAT BOOK CM DENOTES CONCRETE MONUMENT PCP DENOTES PERMANENT CONTROL POINT CA DENOTES CENTERLINE PG. DENOTES PAGE D&UE DENOTES DRAINAGE & UTILITY EASMENT POB DENOTES POINT OF BEGINNING ELEC. DENOTES ELECTRIC POC DENOTES POINT OF COMMENCEMENT ELEV DENOTES ELEVATION PSM DENOTES PROFESSIONAL SURVEYOR & MAPPER FFE DENOTES FINISH FLOOR ELEVATION IP DENOTES IRON PIPE FND DENOTES FOUND IR DENOTES IRON ROD C DENOTES CALCULATED FROM FIELD MEASUREMENTS IRC DENOTES IRON ROD & CAP P DENOTES PLAT DATA LB DENOTES LICENSED BUSINESS M DENOTES MEASURED DATA LS DENOTES LICENSED SURVEYOR ID DENOTES IDENTIFICATION NUMBER R/W DENOTES RIGHT OF WAY �� DENOTES FLOW LINE TOB DENOTES TOP OF BANK •N'd' DENOTES ELEVATION (TYPICAL) TYP DENOTES TYPICAL DENOTES WATER METER UE DENOTES UTILITY EASEMENT FAVD DENOTES SEWER MANHOLE V®, DENOTES VACANT DENOTES UTILITY POLE DENOTES ELECTRIC SERVICE BOX DENOTES NORTH AMERICAN VERTICAL DATUM DENOTES HONE SERVICE BOX GENERAL NOTES : I DENOTES WELL 1. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE CENTERLINE OF TANGELO DRIVE HAVING A BEARING OF N00'00'00"E, ACCORDING TO THE PLAT OF INDIAN RIVER ESTATES UNIT NINE, AS RECORDED IN PLAT BOOK 10, PAGE 74, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 3. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY 4. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY I N ,ZO ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY P N 21 281 y , ECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN B` `E1tERM CIE ELEVATION CERTIFICATE. 5. ELEVATIONS SHOWN HEREON ARE IN FEET AND S NORTH AMERICAN VERTICAL DATUM OF 1988. 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. 7. THE LAST DATE OF FIELD WORK WAS DECEMBER 12, 2013. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SET NAIL & DISK NOTE: PUBLIC WATER IS AVAILABLE PSM #4971 NOTE: ADDED SITE PLAN AND SEPTIC AREA 12/16/2013 BY CA © COPYRIGHT ARNOLD SURVEYING, INC. 2013 ALL DRAWINGS OR DOCUMENTS AND COPIES THEREOF ARE INSTRUCTIONS OF SERVICE AND REMAIN THE PROPERTY OF ARNOLD SURVEYING, INC. THE REPRODUCTION OR UNAUTHORIZED USE OP THESE DRAWINGS OR ANY OTHER PROJECT DOCUMENTS WITHOUT WRITTEN PERMISSION FROM ARNOLD SURVEYING, INC. IS STRICTLY PROHIBITED. THIS DRAWING OR DOCUMENT 15 PROTECTED BY FEDERAL COPYRIGHT LAWS. JOB NO: 13-545 DESC: IRE 9 DATE: 12/14/13 SCALE: 1 "=30' DRAWN BY: CA AUOLD SURV YIN(ia INC. PROFESSIONAL SURVEYORS AND MAPPERS FLORIDA LICENSED BUSINESS NUMBER 7903 4888 N. KINGS HWY #425, FORT PIERCE, FLORIDA 34951 24 VERDE VISTA, FORT PIERCE, FLORIDA 34951 PHONE: (772) 460-8211 FAX: (772) 460-8210 Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: 772- 462-2165 Fax: 772-462-2522 Request for 30-Day Temporary Power Release Date: � fj Project Address: co Permit Number: 5LIZ— l q (2y q- O u O F THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for 4. Testing" have been fulfilled and the premise is ready for compliance inspection. 5. All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. r I hs 1 � O SIG ATURE DATE GENE CONTRACTORS N TURE DATE 1I5 �fw. CTRICAL CONTRACTOR SIGNATURE DATE SLCPDSD Revised 06/14/2010 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 PERMIT #: i - 0 - <40T JOB ADDRESS: kb lO>) % 4 BUILDEP,/CONTRACTOR: - Q '-=4 PEST CONTROL CONTRACTOR: - - � PEST CONTROL LICENSE 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: _L<252Chemicals used: ,�!'�e�t -k)�C Percentage of solution: -61 Date of Treatment: 1-1 " 36'� Footing 11` Treatment Re -Treat Driveway 1 Treatment Re -Treat Other 11 Treatment Re -Treat Total gallons used: )' Time of Treatment: Slab - e Treatment Re Treat Pools Treatment -Treat formal Inspection of Exterminator Note: There must be a completed form for each required treatment or re -treatment and this form mustbe on the job site to be pk*ed up by the hspectcrat time of each inspection or the scheduled inspection w111 fall and a •re -inspection fee charged. F13C104.2.6 Certificate of Profecdva Treatment for prevention of termites. A weather resislantjob:site posti7rg hoard AM; be provided to receive duplicate Treatment Ceriifrcates as each requirad protective treatmentrs completed, providing a copy for the person fire permit is issued to and another copy for Me building permit fries The Treatment Certiftate shalt provide the product used, identity of the applicator, time and date of the treatment, .s/te location, area treated, chemical used, percent concentration and number ofgallons used, to establish a verifiable record of protective treatment. rf the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. St Lucie County requires for the final inspection for C®, a Permanent Slacker to be placed on the electrical panel: box cover, listing all the treatments and dates of applications. RECEIVED MAY 13 2014 6'd 6LE6-900-ZLL sacimeS uol;onilsuoo eup One Construction Services 772-336-9379 Cf INSULATION INSTALLATION CERTIFICATE JOBN: JOB ADDRESS: Vl(rt0j-aJpV s ±— RUN*' The undersigned hereby certifies that in-Z ation has been installed at the above described property as follows: . Exterior CBS walls have been insulated with .. ..........................Check one () gnrav nn P.ril»tncr to a thickness of NIA inches, which thickness, according to the 11 �-C Cary -\ manufacturer, 1z� /fir -�.�`l (l #AZ1,,iin2,m0yo—j1P Density N/A will `yiiievld an "'R" v of f ( ) Riaid Exterior Frame walls have been insulated with ............................Check one ( ) Spray on cellulose to a thickness of inches, which thickness, according to the ( ) Fiberglass blankets manufacturer, ( ) Aluminum Foil Density N/A will yield an "R" value of ( ) Other Spray Fob 2. Main Ceilings have been insulated with .........................Check one ( ) Fiberglass blankets to a thickness of`�I. lLI inche ch thickness, ace ding to the fiberglass loose fill manufacturer, f) Aluminum Foil Density N/A will yield an ""R'" value of ( ) Other jCellulose Ceilings Calhedral have been insulated with ........ .................Check one { ) Fiberglass blankets xo a thickness of inches, which thickness, according to the ( ) Fiberglass loose fill manufacturer, ( ) Aluminum Foil Density NIA will yield an "Il value of ( ) Other cellulose 3. Interior knee walls have been insulated with.................................Check one ( )'Fiberglass blankets to a thickness of inches, which thickness, according to the { } Polyurethane manufacturer, () Spray on cellulose Density NIA will yield an "R" valne of ( ) Other Spray Foam 4. Garage partition walls of conditioned living areas have been insulated with....,.................................................................Check one (Fiberglass blankets to a thickness of 2 112 iin/c`hes, wh' h th' kness, accordjng to the /( `) Spray on cellulose manufacturer, � nV6 77 ( ) Polyurethane Density WA will yield an "R" value of ( ?-S ( ) Other Aluminum Foil MULTI FAMILY RESIDENTIAL CONSTRUCTION ONLY: The common (party) walls separating different tenants shall be insulated as follows - Frame/Metal stud walls R-1 1 (Min.); CBS or Concrete walls R-3 (Min.); by Energy Code requirements. See Energy Code Rev. I187, paragraph 903.2(b), on page 9-17, latest edition. These "minimums levels of insulation" are not included in the Energy Calculations, but shall be installed in the field. NOTE: Densities of sprayed on, loose fill,. or any other composed -on site insulation shall be the P.C.F. (lbdit3)) average of three (+3)d"DRY SAMPLES" of actual i tallati n. Insulation Contractor insulation Contractor Signature Insulation Contractor's CC# Date�ertificatiion Builder's Name - Builder's CC# Notary Public WILll J. S*P DMAIM NOTARY PUBLIC STATE OF FLORIDA Cetnm# EE067413 Expires 2123MI K MASCHMEYER CONCRETE COMPANY OF FLORIDA, INC. 1142 Water Tower Road, Lake'Park FL 33403 .011ICe: 1-877-484-9994 / Fax: 561-844-71 O2 South East Florida Division Dispatch: 661444-9994 Central Florida Dl' -139-63 11 vision Dispatch; 407 Concrete Tested t] Yes C14C LOT # 'S� - Water Act. at Customer' d Cylinders Taken. rl Yes Comments gals to full load , V? load -gals" It) ..gals. to I i'J load U ter Fhep - Water Added NOT RESPONSIBLE FOR WARNING IRRITATION TO THE SKIN AND EYES VARIATION IN COLOR OR Cement polymer or freshly mixed concrete may cause skin Inlury. Avoid contact with ADDITIONAL WATER ADDED TO THIS SURFACE DISCOLORATION skin and wash exposed skin areAq promptly with water. if any cement powder of CONCIRLITEVILL-REDUeE ITS STRENGTH mixture gets into eyes; rinse ImmGdlately and repeatedly with water and get prompt BATCH I medical altantlan. Keep children away from vernent powder and all freshly mixed AND DURABILITY. kiy-WATER ADDED IS cement products. AT CUSTOMER'S OWN RISK Load To Job OPLA n Job 13.9in Pour Begin Wash To Plant TICKP_ JT� TRUCKII-I MR SL�.MP A CUg R # 7SQUITO P11 M )T DELIVERY ADDRESS ]ZONEN Use DRIVER tyi.i. k 4 2-cat, ay, t INSTRUCTIONS TTWE—DUE LOAD QUANTITY CUMULATIVE ORDERED PRODUCTCODE PRODUCT DESCRIPTION QUANTITY QUANTITY U'O.M. UNIT PRICE AMOUNT i 0 - 'It aw 1 10 !Y." F IA-L B SiGNA 00NMAONGROE AND ACKNOWLEDGEMENT OF �w SRNING E ascrimeyer Concrete company will not assume 11661111y for any provafry Carnage or any it.damage beyond the curb Imp. SUB -TOTAL AjM0RIZEID BY TAX ENT ,l - TO CONDFTTONS 0 REVF ,,, N TOTAL F f�, 7 COASTAL TESTING LABORATORY, LLC Pas-tO6c& B x/ 202 3 PatmCity, FL 34991-2023 772.220.6688 DA- JOB NUMBER: PERMIT NUMBER. CLIENT: CONrRAcrOR: JOB LEGAL: JOB ADDRESS: cOA,lP.rcr 0A1 rtSrREPORr ,4SM 0 6928-10 02/19/14 14-0228 1401-0108 Ov e,Covtd&u.ci'uawSeyvicer- O na, Co mt ra ctio-w ServLce.- N/A 6107 ra4V l Drwe, FortPiarces FL SOIL CLASSIFICATION Er REMARKS: A3 Fr%abl&browvvsa*u y so& TEST SAMPLE LOCATION: 10' IS 0? Corner - Ce -Xer of Pad: -10' IS RF Corner Iw-plac&Dw D� 1) 102.4 2) 102.0 3) 102.6 Re�ec��'u,U'y swt�xte�, Ernesta-Vela m, P.E. Maas i�t. Da D� 103.6 103.6 103.6 PaaL 98.8 98.4 99.0 f �1 COAS rAL TEST7NO LA13OIZArORY, LLC Post" Offic& Bo v 2023 Pa4wCity, FL 3499.1-2023 772.220.6688 MOIS7VREVEIVS17YREZ,4rrOWSWIP ASTM O 1557-09 DATE: 02/19/14 CONTRACTOR: O nev costrworto vvServtce& JOB NUMBER: 14 -0228 PERMIT NUMBER: 1401 -0108 112 0 110 0 U- U 108 U v 106 J 104 c a, 0 L 102 0 100 98 8 10 12 14 Moisture — Percent of Dry Weight e - 7 ' COAS-rA L TESTI NCI Lit IBORATOXY, LLC PmCOff c&13ax/2023 Pa4wCity, FL 34991-2023 772.220.6688 DA E: J08 NUMBER: PERMIr NUMBER: CLWN7'. CONPRACrOR: J03 LI:QA L: JOB A ['7[DRfSS: e7AfA CrlOA1 TtSrREPORr ASM D 6938-10 02/19/14 14 -0228 1401-0108 0rn&CoyL6t►-urt6&wServ%ce,k 0 Ke. COVVj U WLd-W Serv%cek NIA 6107 is nj�Vrvve: FortpLercel FL SOIL CLAsstFjcArToNV 4- REMARKS: A3 Fr%aZrlc7ibrowvvsa� soil, TEST SAMPLE LOCATION: 10' IS LIZ Comet - Center of Pa ds - 10' 1S RF C&rner 2) 102.0 3) 102.6 Re-speafiAiZy Sul mitt—g&, &�V421ZTI V,4 C'a N=rveOo-VO-44co; P.f. 103.6 103.6 103.6 •M n too in T69TL9ZZLL XVa CI:ZZ VTOZ/6T/ZO COAS ►°ESrldVC LABORA WRY, LLC `t Pal*W CUy, FL 34991-2023 772.220.6688 ®.4rST URE DENSUY RELY ZWVSMI AS7'M tD 1557-09 DATE. 021,E V14 CONTRACTOR: Ovw1 CoTarucUunvSeswi cew JOB NUMBER: 14-0228 PERMIT NUMBER:1401-0108 112 0 110 0 L U 108 U a Ln 106 104 M G L 102 100 98 8 10 12 14 Moisture -- Percent of Dry Weight gOOfn T65TL8ZZLL XVd CT:ZZ VTOZ/6T/90 _ . 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 PERMIT #: l qOf- QQ$ JOB ADDRESS: BUILDER/CONTRACTOR: PEST CONTROL CONTRACTOR: PEST CONTROL LICENSE 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: Percentage of solution: , D� Date of .Treatment: Footing 15t Treatment Re -Treat Drivevvay 15t Treatment Re -Treat Othe; 15t Treatment Re -Treat Chemicals used: 240'e _ Total gallons used: i _ls: Time of Treatment: f0; 5-0 I_n1st Treatment Re -Treat Pools 1st Treatment Re -Treat Perimeter for Final Inspection Sign ure o xterminator Mote_ There must be a completed four, for each required treatment or re -treatment and this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled inspection, will fail and a re -inspection fee charged, FBC104. 2.6 Certificate of Protective Treatment for prevention of termites A weather resistant jobsite 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 flies 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 treatment: Ifthe soil chemical barrier method for termite prevention is used, final exterior treatmentshall be completed prior to final building 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. RECEIVED FEB 2 4.,2014 6'd 6L£6-9££-7,LL seoln.iag uol}on.j}suoo aup 't. Lucie Count - PCIS )1-29-201-4 �2:30:39 10308203 C-145 '3T LUCIE ABITAT F i107 TANGELO DR L -ORT 4982 PIERCE 3 amount Tendered: 268.00 amount Paid: 268.00 '.hange Due: 0.00 shank You Jser ID: WARDD LATERAL $ TOTAL CUSTOMER, ST(INATURt, NAME OF SPOUSE DATE RECEIVED 67 ACCT.# SERVICE ADDRESS SUBDIVISION LOT BLOCK BILLING ADDRESS .---y 114 Y. PHONE# i MOVE IN/CLOSING DATE This application hereby request and authorizes the Utility to render water and/or sewage disposal services to the premises described above in accordance with the Utilities present or future rates, rules and regulations, which by reference are made a part of this contract. Applicant agrees to pay the Utility promptly for such services in accordance with the established rules and regulations, CUSTOMERS DEPOSITS ARE NON NEGOTIABLE OR TRANSFERABLE. SOCIAL SEC/ FED 11) SPOUSE SOCIAL SEC. OFFICE USE ONLY 1 CASH CHIC # RECEIVED BY .� i�+o�-oil' 14u - 01 ce Florida Power & Light Company January 16, 2014 One Construction Services Corp. 3209 SW Port St Lucie Blvd Unit # 182 Port St Lucie, Florida 34953 Re: 6107 Tangelo Dr., Fort Pierce Lot 35 Block 83 Indian River Estates Unit 9. Dear Contractor: Thank you for contacting FPL early in your planning process. At the present time FPL has sufficient capacity to provide electric service to your property. We have 1 phase currently available at this location. Please advise me early in the planning process once the final plans have been approved. This information will help us to provide you with the best service in accordance with applicable rates, rules and regulations. You may also respond to us through www.fpl.com. Please contact me if you have any questions. Sincerely, Vicky Holly-337-7025 Technical Specialist A NEXTera ENERGY Company PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Ave — - Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY C (.eS will be using the following sub -contractors for the (Company/Individual Name) project located at ( 0 �k u g e I O (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 11.) G 1 e_ GA �_'< C_ Plumbing HVAC/ Mechanical �- Coa. C _ (DO P Roofing s C-) Ron H49 6 Gas OFFICE USE ONLY: PERMIT y ► `t , n6 ISSUE DATE: O NUMBER: 1 "1 ` ` PLANAING & DEVELOPMENT SEI _ ICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 6 S State of Florida Certification Number (If applicable): Z c have agreed to be the (Company Name/Individual Name) 11 (C l e_c=7 `r 4-L sub -contractor for Owe- Cd N5+eU C_4t ©L3 Set%, Cc (Type of Trade) t (Primary Contractor) for the project located at ®� J Ct e- \0 (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: I-L� / N c / r— Z ,_ w "c Address: J City/State/Zip: Phone: ��--��y�� email: t S4 �� f 2 �rvyr3 GNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF •t.ML� �, THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 1 DAY OF ]>OMbe r , 201s— BY ,kQ,JaJ ASQ V� 5_ WHO IS PERSONALLY KNOWN OR HAS PRODUCED IDENTIFICATION. (STAMP) SI ATURE OF NOTARY PUBLAC PRINT NAME OF NOTARY a�..... • LAURA R. CUBBEDGE 1.....= Commission # EE 209915 Expires October 21, 2016 41t;°:` Bonded-M,Ttin myFln=-&=800-30-7019 OFFICE USE ONLY: PERMIT # ISSUE DATE PLANI'�NIITG & DEVELOPMENT SEIzVYCES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): have agreed to be the Name) sub -contractor for :�* -n n rc, r- (Type of Trade) (Primary Contractor) for the project located at c 1 d --�, -1 �, W a eI,o (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: 77? e J Address: _? ,c-?2 S 4z_ 4 � City/State/Zip: Phone: ?Z 72 email: SIGNATURE .. PRINT NAME DATE STATE OF FLORIDA, COUNTY OF uV THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 9 DAY OaClfkbt, , 20 I B _RWHO IS PERSONALLY KNOWN OR HAS PRODUCED L7� A(11 ENTIFIC ISO Q SIGN URE OF NOT Y LI OFFICE USE ONLY: (STAMP) e CYNTHIA J DAY OF NO : INotary Public - State of Florida �N,M ,oe My Comm. Expires Jul 9, 2016 i�FF,P ,Commission # EE 215118 PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): (pw�e(7�z.kc 4 have agreed to be the (Company Name/Individual Name) (Type of Trade) sub -contractor for e G® tiJ eA ed C. i o ,�J Se �_U C S t:: f (Primary Contractor) for the project located at 6, 10 �- 4-Q 5,10 (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 ' Fdiately 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: �_\ � \G Address: C; City/State/Zip: �O �`� S @.�-� i G 3 Phone: Z - 13 - Z Z 6 email: GN RINT AME DA STATE OF FLORIDA, COUNTY OF THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 13 DAY OF !D e, C BY WHO IS PERSONALLY KNOWN V OR HAS PRODUCED AS� IDENTIFICATION. SIGNATURE OF NOTARY PUBLIC OFFICE USE ONLY: PERMIT # j4911i�,L � C4yC) PRINT NAME OF NOTARY PUBLIC R i1V As ALVARADO MY COiwiv!iziSION # EE033575 EXPIRES October 10, 2014 20__O_ (STAMP) PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor. Certification Number; ,'14 Ct to State of Florida Certification Number (if applicable): L_ L_C, (Company Name/Individual Name) have agreed to be the asz %* Ajc, sub -contractor for Q V3g? c 7� � O &3 Se ( U (kGe s (Type of Tr (Primary Contractor) for the project located at 6-1 0 �- +ku ae,(,O (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: r&C#0415 oacZ Cor__QS'� 1J00 f 4 1L, L_ L Address: 18 i G S LJ 3; I •y+n0 1_2 C 'Si City/State/Zip: �0,\J2.�' S"� . 1.y C <_ 3 rL 32-/'''8 Phone: (`? i 3 7 0 `t 'Z 7 O email:y ,� ,J r L ✓�t Q 9 0 R o G o ►—a-� SIGNATO& PRINT NAME DATE STATE OF FLORIDA, COUNTY OF THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS O DAY OF D C. c , 20 13 BY WHO IS PERSONALLY KNOWN,, OR HAS PRODUCED ROBERT J. BERQUIST MY COMMISSION # DD 975578 EXPIRES; March 28, 2014 Bonded Thru Budget Notary Services OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT a for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , 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 rely property which will not adversely affect the immediate community. Property Owner Name Prope weer Signature Date STATE OF FLORIDA, COUNTY OF SL-luc 0 ACKNOWLEDGED BEFORE ME THIS jQ�b DAY OF 20-3, BY O IS P OWN TO IVIE ORWHO HAS PRODUCED S IDENTIFICATION. Lore \tj.a446V146kA&-. SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY NOTARY PUBLIC TITLE T'I" J7C118 COMMISSION n,, DONNA WEATHERINGTON Notary Public . State Of FlCdit My Comm. Expires Aug 20,201 y1•", ��o�°' Commission * FF 37018 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE CCTTtamy FILE # 3905150. OR Bl. ,3585 PAGE 2468, Recorded 12/09/201: 12:49 PM NOTICE OF COMMENCEMENT Permit No. Tax Folio No. State of Florida County of St. Lucie The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description ofjroperty: (andstreet address if available): General description of improvement: 6 w S. q4 G' .0 rq to t.� 1Z-GS 1 Q Cr WTl CA L- C�0 1.7 S t"Cr[O Wj Owner information or Lessee information if the Lessee contracted for the improvement: Name S-r L- c p u i' C_b�Ol7 G Address O C r C interest in t t ` �I- S It Ct S O property:_( -t r >L � ---�_ Name and address of fee simple utieholder (if different from Owner listed above): Contractor's Name: Htkotzc�o Contractor Addrp- -,%Q z:; �", , . _ Phone Number: Suretyf applicable, ado of thew` Payment bond-: attached): - I L(o 5 of bond: $ ty / Q (i ad pY P Y 15 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 713.1; 1 (a)7., Florida Statutes: Name: oTSj�rLY 7 CA�L4ou v Phone Numbe<L 2-`-1(.�q- It1 ( -7 Address.-1 o Z ,Sou !off In addition to himself or herself, Owner designatesZpRCSti �gl�tr of Lienor's Notice as provided in Section /1;,.Lj(1) (h), Florida Statutes. �(n L-A F IA to receive a copy of the Phone number of person or entity designated by owner: -7 -7 Z- 14 G'A ( ( - 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. ;mUnder penalty of pefjurj, j declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of ym I�dge a �b / c'//va v Wr6,d�%o ure of caner or Lessee, or Ow er's or Lessee's Author zed Officer/Director/Partner/Manager (Signatory' itle/Of ice) f '' Gp The foregoing instrument was acknowledged before me this,l7Tt, day of �Q e - , 20/�? By / f-Zil& as�,l. ne �11,,66 Name of Person ¢ CS far ��/ Type of authority (e.g. offic r, trustee) Party on behalf of whom instrument was executed CHI (Signature of Notary Public - State of Florida) Personally known_ or produced Identification_v. (Print, Type, or Stamp Commissioned Name of No i-VE)Ow VIVIgNNE A FINLETTEj (Pe of Identification produced �— NOTARY PUBLIC STATE OF FLORIDA ' Comm# FF041588 8/112017 STATE OF FLORIDA ST. LUCIE COUNTY .. .r,� nrn-rgrVTU ,ATTWiq',q A THI" TRL 091 M R .STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT PERMIT #:56-SF-1513488 APPLICATION #:AP1131026 DATE PAID: FEE PAID RECEIPT #: DocUMENT #: PR926167 CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (St. Lucie Habitat for Humanity) PROPERTY ADDRESS: 6107 Tangelo Dr Fort Pierce, FL 34982 LOT: 35 BLOCK: 84 SUBDIVISION: Indian. River Estates PROPERTY ID #: 3402-610-0387-000-2 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED ' IN. ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.-A.C_ DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY. - SPECIFIC PERIOD . OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE .PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS ~ 'T I 900 ] GALLONS / GPD Septic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS.GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS .*Pumps [ ] D [ 500 l SQUARE FEET Drainfield SYSTEM R [ ] SQUARE EZET N/A SYSTEM w A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [xl MOUND I ] I CONFIGURATION: [ ] TRENCH 1XI BED [ ] F LOCATION OF BENCHMARK, C/L of Tangelo Dr `- I ELEVATION OF -PROPOSED SYSTEM SITE r 2.00 ] INCHES 14,[ ABOVEI,gE0 ' BY /REFEREN E BOTTOM OF DRAINFIEM TO BE [ 9.00 1 [INCHES T ,s ABOVE W /REFEREN L D FILL REQUIRED: 125.001 INCHES EXCAVATION REQUI ] INCHES The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow 0 of 300 gpd. T The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with H _ s. 64E-6.013(3)(f), FAC. E 1 R POINT POINT SPECIFICATIONS BY: e R Gatewood TITLE: Environmental Specialist II APPROVED BY: TITLE: Environmental Specialist II St. Lucie CHD Andrew R Gatewood DATE.ISSUED: 01/07/2013 EXPIRATION DATE: 07/07/2015 DH 4016, 08/09 (Obsoletes all previous editions which may not be.used) Incorporated: -64E-6.003, FAC Page 1 of 3 v 1.1.4 AP1131026 SE916356 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Tangelo Dr Builder Name: One Construction Services Corp Street: Tangelo Dr Permit Office: St Lucie County City, State, Zip: Fort Pierce , FL , 34982- Permit Number: Owner: Jurisdiction: 611000 Design Location: FL, ST LUCIE_CO_INTL 1. New construction or existing New (From Plans) 9. Wall Types (1312.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.0 1088.00 ft2 b. Frame - Wood, Adjacent R=11.0 224.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1236.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1236.00 ft2 6. Conditioned floor area above grade (ft2) 1236 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(134.1 sqft.) Description Area a. Sup: Attic, Ret: Garage, AH: Garage 6 250 a. U-Factor: Dbl, U=0.50 134.09 ft2 SHGC: SHGC=0.37 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 23.6 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 4.501 ft. Area Weighted Average SHGC: 0.370 14. Hot water systems a. Electric Cap: 40 gallons B. Floor Types (1236.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1236.00 ft2 b. Conservation fe re b. N/A R= ft2 None c. N/A R= ft2 15. Credits CF Glass/Floor Area: 0.108 Total Proposed Modified Loads: 25.58 PASS Total Standard Reference Loads: 31.80 1 hereby certify that the plans and specifications covered by Review of the plans and 0V-IUE ST '' this calculation are in compliance with the Florida Ener specifications covered by this ti ,� • _ ? ,, Off, Code. calculation indicates compliance rrg! �'' with the Florida Energy Code. PREPARED BY: Before construction is completed c -. DATE: this building will be inspected for compliance with Section 553.908 * Q I hereby certify that this building, as designed, is in compliance Florida Statutes. � ✓, ��- COD with the Florida Energy Code. WE OWNER/AGENT: BUILDING OFFICIAL: DATE: t �� I 3 DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 12/17/2013 10:31 AM EnergyGauge® 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: Tangelo Dr Bedrooms: 3 User Conditioned Area: 1236 Total Stories: 1 1 Worst Case: No One Construction Services Cor Rotate Angle: 0 St Lucie County Cross Ventilation: No 611000 Whole House Fan: No Single-family New (From Plans) Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address Tangelo Dr St. Lucie Fort Pierce , FL, 34982- CLIMATE 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, ST_LUCIE_CO_INTL FL ST_LUCIE_CO_INTL 2 39 90 70 75 722 58 Medium BLOCKS Number Name Area Volume 1 Block1 1236 9888 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1236 9888 Yes 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 164 ft 0 0 ftz ---- 0 0 1 ROOF # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 1303 ft2 206 W Medium 0.9 N 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1236 ftz N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1236 ftz 0.1 Wood 12/17/2013 10:31 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 N Exterior Concrete Block - Ext Insul Main 4 26 0 8 0 208.0 ftz 0 0 0.8 0 -2 N Garage Frame - Wood Main 11 16 0 8 0 128.0 ft' 0 0 0.8 0 3 E Exterior Concrete Block - Ext Insul Main 4 40 0 8 0 320.0 ftz 0 0 0.8 0 4 S Exterior Concrete Block - Ext Insul Main 4 42 0 8 0 336.0 ftz 0 0 0.8 0 5 W Exterior Concrete Block - Ext Insul Main 4 28 0 8 0 224.0 ftz 0 0 0.8 0 6 W Garage Frame - Wood Main 11 12 0 8 0 96.0 ftz 0 0 0.8 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wood Main None .29 3 7 21 ftz 2 W Wood Main None .29 3 7 21 ftz WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Low-E Double Yes 0.5 0.37 4.0 ftz 1 ft 0 in 1 ft 0 in None None 2 n 1 Metal Low-E Double Yes 0.5 0.37 15.9 ftz 1 ft 0 in 1 ft 0 in None None 3 E 3 Metal Low-E Double Yes 0.5 0.37 20.0 ft' 1 ft 0 in 1 ft0 in None None 4 e 3 Metal Low-E Double Yes 0.5 0.37 15.9 ftz 7 ft 0 in 1 ft0 in None None 5 s 4 Metal Low-E Double Yes 0.5 0.37 4.0 ftz 1 ft 0 in 1 ft0 in None None 6 s 4 Metal Low-E Double Yes 0.5 0.37 34.0 ftz 12 ft 0 in 1 ft0 in None None 7 w 5 Metal Low-E Double Yes 0.5 0.37 24.3 ftz 1 ft0 in 1 ft0 in None None 8 W 5 Metal Low-E Double Yes 0.5 0.37 16.0 ftz 1 ft0 in 1 ft 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 240 ftz 240 ftz 28 ft 8 ft 11 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 1621 88.99 167.36 .375 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.5 23.6 kBtu/hr 1 sys#1 12/17/2013 10:31 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 23.6 kBtu/hr cfm 0.7 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.95 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ftz DUCTS — Supply — — Return -- Air CFM 25 CFM25 HVAC # v # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 250 ftz Garage 50 ftz Default Leakage Garage (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: N Ceiling Fans: CoolingJan Feb Mar r May Jun Jul X Aug Se Oct Nov Dec HeatinHJan Feb Mar Apr May Jun Jul rl Aug rl Sep W Oct Nov HX Dec H Venting Jan Feb X Mar Apr May Jun Jul Aug S Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating(WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 12/17/2013 10:31 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 465-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: Tangelo Dr PERMIT #: Fort Pierce, FL, 34982- 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, crawispaces, 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. 12/17/2013 10:31 AM 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 (ftz) 7. Windows" Description a. U-Factor: Dbl, U=0.50 SHGC: SHGC=0.37 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: Tangelo Dr, Fort Pierce, FL, 34982- New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Ext Insul, Exterior R=4.0 1088.00 ftz b. Frame - Wood, Adjacent R=11.0 224.00 ft 1 c. N/A R= ftz 3 d. N/A R= ftz 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1236.00 ftz 1236 b. NIA R= ftz c. N/A R= ftz Area 11. Ducts R ftz 134.09 ftz a. Sup: Attic, Ret: Garage, AH: Garage 6 250 ftz 12. Cooling systems kBtu/hr Efficiency ftz a. Central Unit 23.6 SEER:15.00 ftz 4.501 ft. 0.370 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1236.00 ftz b. N/A R= ftz c. N/A R= ftz 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits kBtu/hr Efficiency 23.6 HSPF:8.50 Cap: 40 gallons EF: 0.95 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. it Builder Signature: il� Date: IZ- f (� 1 Address of New Home: G F©�' �,` C3 City/FL Zip: �A9 CF ` `�....., ' �► .- A *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 + wrightsoft- Project Summary Entire House One Construction Services Corp Port St Lucie, FI 34953 For. Tangelo Dr Tangelo Dr, Fort Pierce, FI 34982 Notes: Weather. Fort Pierce, FL, US Winter Design Conditions Outside db Inside db Design TD Job: Date: Dec 17,2013 By: Summer Design Conditions 42 OF Outside db 70 OF Inside db 28 OF Design TD Daily range Relative humidity Moisture difference Heating Summary Structure 15476 Btuh Ducts 2193 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 17669 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ft2) 1236 1236 Volume (fts) 9888 9888 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 74 38 Heating Equipment Summary Make Rheem Trade RHEEM 15PJLSERIES Model 15PJ L24 AHRI ref 3705002 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 21600 Btuh @ 47°F 0 OF 0 cfm 0 cfm/Btuh 0 in H2O 90 OF 75 OF 15 OF L 50 % 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 12492 Btuh Ducts 5944 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 17515 Btuh Latent Cooling Equipment Load Sizing Structure 2383 Btuh Ducts 1611 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 3994 Btuh Equipment total load 21509 Btuh Req. total capacity at 0.70 SHR 2.1 ton Cooling Equipment Summary Make Rheem Trade RHEEM 15PJLSERIES Cond 15PJ L24 Coil RHLL-HM2417++RCSL-H`2417 AHRI ref 3705002 Efficiency 12.5 EER, 15 SEER Sensible cooling 16520 Btuh Latent cooling 7080 Btuh Total cooling 23600 Btuh Actual airflow 787 cfm Air flow factor 0.043 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 Bold/italic values have been manually overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 2013-Dec-17 10:22:27 wrightSOfta RightSuite® Universal 2013 13.0.03 RSU06570 Page 1 ,CA ...sfer\Manual J\Tangelo Dr - One Construction. rup Calc = MJ8 Front Door faces: E - Wrightsoft° Right-J® Worksheet Job: Entire House Date: Dec 17,2013 By: One Construction Services Corp Port St Lucie, FI 34953 1 Room name Entire House Mstr Bedrm 2 Exposed wall 164.0 ft 26.0 ft 3 Room height 8.0 ft d 8.0 ft heat/cool 4 Room dimensions 12.0 x 14.0 ft 5 Room area 1236.0 ft2 168.0 ft2 Ty Construction number U-value (Btuh/ft;°F) Or HTM (Btuh/ftz) Area (ft-) or perimeter (ft) Load (Btuh) Area (" or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 w 13A4ocs 0.143 ' n 400 255 208 167 669 425 .. 112 96 385 245 4A5-2om 0.770 n 21.56 19.31 4 0 86 77 0 0 0 0 4A5-26m 11P0 0.770 0.290 n n 21.56 8.12 19.31 8.41 16 21 0 21 343 171 307 177 16 0 0 ;0 343 _ 0 307 0 w 11 D#Partwall 0.094 n 2.62 925 128 128 336 288 0 0 0 0 G 13A46cs ` 4A5 tom 0.143 0.770 , e e 4.00 21:56 2.55 47:1A 320 24 286 :0 1120 , . 524 . 712 , 1144 .. 96 0, 96 0 384 0 244 0 r=G 4A5-2om 0.770', e 21.58 21.88 - 16 14 . 343 348 0 0 0 0 13A-4ocs 4A5-2om 4A5-2omd 13A-4ocs'.' 0.143 0.770 0.770 ,0.143 s s s w 4.00 21.56 21.56 4.00 2-55 19.31 19.31 2-55 336 4 34 - 224 298 4 34 163 1193 86 733 652 759 77 656 414 0 0 0 ` 0 6 0 0 0 0 0 0 0 0 0 0 0 -G 4A5-26m `0.770 w 21.56 47:10 40 0 867 1893 0 0 0 0 �-D' _ 11 PO 0.290 812 8.41 21 ' 21 . '_ . 171 ' 177 0 0 0 0 w DftPartwall 0.094 w w 2.62 2.25 96 96 252 216 0 0 0 0 C. 16B-30ad 0.032 - ' 0.90 , 1.68 1236 1236 ,- 1107 .' 2076 _ 168 .. ,168 151 :.282 F _ 22A-tpl 0.989 _ - 27.69. 0.00 1236 164 4541 0 16B 26 720 0 6 c) AED e)cursion 0 -100 Envelope loss/gain 13194 9747 1982 978 12 a) Infiltration 2282 625 362 99 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 4 920 2 460 Appliances/other 1200 0 Subtotal (lines 6 to 13) 15476 12492 23441 1537 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 15476 12492 2344 1537 15 Duct loads 14% 48% 2193 5944 14% 48% 332 732 Total room load 17669 18t 2677 2269 Air required (cfm) 0 01 97 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -+�- wrightsoTt" RightSuite® Universal 2013 13.0.03 RSUC6570 201&Dec 17 1 page 1 ..sfer\Manual ATangelo Dr - One Construction. rup Calc = MJ8 Front Door faces: E - wrightsoft' Right-J® Worksheet Job: Entire House Date: Dec 17,2013 One Construction Services Corp By: Port St Lucie, FI 34953 1 Room name Mstr Bath Kitchen 2 Exposed wall 14.0 ft 23.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 8.0 x 6.0 ft 16.0 x 14.0 ft 5 Room area 48.0 ftz 224.0 ftz Ty Construction U-value Or HTM Area (ft) Load Area (ft� Load number (Btuh/ft'L°F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 W 13A-4ocs 0.143 n 4.00 2.55 48 44 176 112 0 0 0 0 4A5-2om 0.770 n 21.56 19.31 4 0 86 77 0 0 0 0 [E� 4A5-2om 0.770 n 21.56 19.31 0 0 00 0 0 0 0 11 PO 0.290 n 8.12 8.41 0 0 0 0 0 0 0 0 W 11 DftPartWall 0.094 n 2.62 2.25 0 0 0 0 0 0 0 0 1N 13A-4ocs 0.143 a 4.00 2.55 0 0 0 0 128 104 415 264 4A5-2om _ 0.770 a 21.56 47.10 0 0 - 0 0 24 0 524 1144 ll_GG 4A5-2om 0.770 a 21.56 21.88 0 0 0 0 0 0 0 0 13A-4ocs 0.143 s 4.00 2.55 0 0 0 0 56 22 88 56 I-G 4A5.2om 0.770 s 21.56 19.31 0 0 0 0 0 0 0 0 �--G 4A5-2omd 0.770 s 21.56. 19.31 0 0 0 0 34 34 733 656 V�J 13A-4ocs_ 0.143 w 4.00 2.55 0 0 0- 01 0 0 _ 0 0 4A5-2om 0.770 w 21.56 47.10 0 0 0 0 0 0 0 0 11130 0.290 w 8.12 8.41 0 0' 0 0 0 0 0 0 W DftPartWall 0.094 w 2.62 2.25 64 64 168 144 0 0 0 0 C 161330ad 0.032 - 0.90 1.68 48 48 43 81 224 224 201 376 F 22A-tpl 0.989 - 27.69 0.00 48 _ 14 388 0 224 23 637 0 6 c) FED excursion -29 -231 Envelope loss/gain 861 385 2598 2266 12 a) Infiltration 195 53 320 88 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 1056 439 29181 3553 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1056 439 2918 3553 15 Duct loads 14% 48% 150 209 14% 48% 413 1691 Total room load 1 1206 647 3331 5244 Air required (cfm) 0 28 01 224 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -�- wrilghtsoft" RightSuiteO Universal 2013 13.0.03 RSU06570 2013 Deo-17 1 Page 2 .4CG3, ...sfer\Manual J\Tangelo Dr - One Construction. rup Calc = MJ8 Front Door faces: E ,- - wrightsoft' Right -A) Worksheet Job: Entire House Date: Dec 17,2013 By: One Construction Services Corp Port St Lucie, FI 34953 1 Room name Great Rm Bednn 2 2 Exposed wall 36.0 ft 26.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 400.0 ft 12.0 x 14.0 ft 5 Room area 400.0 ft2 166.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 13A-4ocs 0.143 n 4.00 258 0 -21 -84 -53 0 0 0 0 0.770 n 21.56 19:31 -0 0 0 0 0 0 0 0 Ll4A5-2om 4A5-2orn 0.770 n 21.56 19.31 0 0 0 0 0 0 0 0 11 PO . 0.290 -n 8.12 8.41 21 21 171 "- 177 0 °. 0 0 0 11 W DftPartWall 0.094 n 2.62 2.25 128 128 336 288 0 0 0 0 13A-4ocs 0.143 a 4.00 '. 255 0 0 0 0 96 80 321 204 -G '4A5-2om 0.770 `e , 21.56 47:10 0, 0 0 - 0 0 - 0 ` 0 0 L- G 4A5-2om V70 . e 21.56 21-.88 01, . 0 0 0 16 : 14 , 343 348 1IJ 13AAocs 0.143 s 4.00 2-55 0 0 0 0 112 112 448 285 4A5-2om 0.770 s 21.56 19.31 0 0 0 0 0 0 0 0 4A5-2omd 0.770 s 21.56 19.31 0 0 0 0 0 0 0 0 13A flocs 0.143 w'' 4.00 , . 255 128 '83 3 1 211 _ '0 0 0 0 -G 4A5-2om 0.770 w 21.56 47.10 =24 0 524 1144 0 0 0 0 D 11P0. a290 w 8.12 &M 21 21 171 177 0 0 0 :0 W DftPartWall 0.094 w 2.62 2-25 32 32 84 72 6 0 0 0 G. .1613-30aii" 0.032 .-„ 0.90 1.68 . 400 4010 358 ;' 672 168 168 ,, , ..151 282 F 22A tpI 0.989 - 27.69 0.00 400 36 997 0 168 25 720 0 6 c) AED wcursion 289 -88 Envelope loss/gain 2887 2975 1982 1031 12 a) Infiltration 501 137 362 99 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 33BB 3112 2344 1360 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3388 3112 2344 1360 15 Duct loads 14% 48% 480 1481 14% 48% 332 647 Total room load 3868 4593 2677 2007 Air required (cfm) 1 0 196 0 86 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wri 17tsoft0 2013-Deo-1710:22:27 9 RightSuite® Universal 2013 13.0.03 RSU06570 Page 3 'gyp` ...sfer\Manual ATangelo Dr - One Construction. rup Calc = MJ8 Front Door faces: E - wrightsofts Right -A) Worksheet Job: Entire House Date: Dec 17,2013 One Construction Services Corp By: Port St Lucie, FI 34953 1 Room name H bath Bedrm3 2 Exposed wall 6.0 ft 33.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat(cool 4 Room dimensions 8.0 x 6.0 ft 12.0 x 15.0 ft 5 Room area 48.0 ft2 180.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ftz) 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 13A-4ocs 0.143 n 4.00 2.55 0 0 0 0 48 48 192 122 4A5-2om ' 0770 n 21.56 19.31 A 0 0 0 0 0. 0 0 4A5-2om 0.770 n 21.56 19.31 0 0 0 0 0 0 0 0 11130 0:290 n 8.12 8.41 0 0 0 0` 0 0 0 0 W 11 DftPartWall 0.094 n 262 2-25 0 0 0 0 0 0 0 0 13A-4ocs 0.143 a 4.00 2.55 0 0 0 0. 0 0 0 0 4A5-2om 0.770 a 21.56 47.10 0.- 0 0 0 0 0 0 0 -G L-G 4A5-2om 0770 e. 21.56 21.88 0 0 0 0 0 0 0 0 l/IJ 13A-4ocs 0.143 s 4.00 2.55 48 44 176 112 120 120 480 305 4A5-2om 0,770 s 21.56 19.31 4 4 86 77 0 0 0 0 it I V�J 05-2omd 13A-4ocs. 0.770 0.143 s w 21.56 4.00 19.31 2-55 0 0 0 0 0 0 0 0 0 96 0 80 0 321 0 204 (L-CD' 4A5-2om 0.770 w 21.56 47.10 0 0 0 0 16 0 343 749 11 PO 0.290 w 8.12 8.41 0 0 0 0 0 0 0 0 W DftPartWall 0.094 w 2.62 2-25 0 0 0 0 0 0 0 0 C_ 16B-3Wd 0.032 - 0.90 1.68 48 48 43 81 180 180 161 302 F 22A-tpl 0.989 - 27.69 0.00 48 6 166 0 180 33 914 0 6 c)AEDecursion -18 177 Envelope loss/gain 472 252 2411 1860 12 a) Infiltration 83 23 459 126 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 0 0 1 2W Appliances/other 0 0 Subtotal (lines 6 to 13) 555 275 2871 2216 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 555 275 2871 2216 15 Duct loads 14% 48% 79 131 14% 48% 407 1054 Total room load 634 406 3277 3270 Air required (cfm) 0 17 0 140 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft" RightSuite® Universal 2013 13.0.03 RSU06570 2013-Dec-17 10:22:27 ACCA Page 4 ...sfer\Manual J\Tangelo Dr - One Construction. Calc = MJ8 Front Door faces E 0 ol Job #: Performed for: Tangelo Dr Tangelo Dr Fort Pierce, FI 34982 Level 2 One Construction Services Corp Port St Lucie, FI 34953 Main return air is thru the wall in the great room size will be 20 x 20 filter back Scale: 1 : 91 Page 1 Right -Suite® Universal 2013 13.0.03 RSU06570 2013-Dec-17 10:23:08 ..angelo Dr -One Construction. ru p Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 71609 - Tangelo MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL33610-4115 Customer Info: One Construction Project Name: 71609 Model: Lot/Block: Subdivision: Address: unknown City: St. Lucie County State: FL h 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 [All HeighIl Wind Speed: 160 mph Roof Load: 32.0 psf Floor Load: N/A psf This package includes 16 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 ee conforms to 61 G1 5-31.003, section 5 of the Florida Board of Professional. Engineers Rules. No. I Seal# Truss Name Date 11 IT6026495 JA1 11 /20/01 12 I T6026496 J A2 111120/013! 13 I T6026497 J A3 111 /20/013I 4 IT6026498 JA4 11 /20/01 15 I T6026499 I A5 111 /20/013 16 I T6026500 I A6 111 /20/013! 17 I T6026501 J A7 111 /20/013! 18 I T6026502 IA 111 /201013! 19 IT6026503 IGRA 1 11/20/013! 110 I T6026504 I GRB 111 /20/013! 11 I T6026505 I J 1 111 /20/013! 112 I T6026506 I J3 1 11 /20/013 113 I T6026507 I J5 1 11 /20/013 114 I T6026508 I J7 1 11 /20/013 115 I T6026509 I KJ5 1 11 /20/013! 116 I T6026510 I KJ7 1 11 /20/013� 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: Magid, Michael 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 `x as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. r.. 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. eL S.]Z-' �_:N,(o 5368 r r 0: STATE OF . N A0E��`• /11111111 ~ TL Cert. 6634 i,� November 20,2013 .:1-.77, Magid, Michael 1 of 1 a,. L. Job Truss Truss Type Qty Ply Tangelo T6026495 71609 Al HIP 2 1 Job Reference o tional nbers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 Mi rok Industries, Inc. Tue Nov 19 13:55:48 2013 Page 1 ID:_Ra69birDzlOfcismemTl9yggkD-9fmr8t6kkxkCbOd052MX8H_W VpkysaULoQ6V6TyHZyP -1-0- 6-10-13 9-0-0 16-4-9 23-7-7 31-0-0 33-1-3 40-0-0 1-0 -0-0 6-10-13 2-1-3 7-4-9 7-2-13 7-4-9 2-1-3 6-10-13 -0.0 6x10 4.00 12 2x3 \\ �1 a,I 0 2x3 I I 3x4 = 4x6 = 6x10 2x3 Scale = 1:70.2 3x6 % 15 14 13 12 3x6 3x4 = 5x8 = 6x10 = 3x4 = 9-0.0 16-4-9 2";7, 31-M 40-0-0 9-0-0 7-4-9 7-2-3 7-4-9 9-0-0 Plate Offsets(X,Y): r2:0-3-14,0-1-81, r4:0-5-0 0-2-01 r6:0-3-0 Edoel r8:0-5-0 0-2-01 r10:0-3-14 0-1-81 [13:0-1-12.Edge], r14.0-3-0.0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) 0.66 13-14 >715 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.97 13-14 >489 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.20 10 n/a n/a BCDL 5.0 Code FBC2010rrP12007 (Matrix) Weight: 182 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-10-5 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-9-13 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 gu REACTIONS (lb/size) 2=1121/0-8-0 (min. 0-1-9), 10=1121/0-8-0 (min. 0-1-9) Max Horz 2=-107(LC 6) Max Uplift2=-870(LC 8), 10=-870(LC 8) Max Grav 2=1331(LC 2), 10=1331(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3218/1960, 3-4=-3010/1870, 4-16=-4006/2527, 5-16=-400612528, 5-17=-400512526, 6-17=-4005/2526,6-7=-4005/2526,7-18=-4005/2526,8-18=-4005/2526,8-9=-3010/1871, 9-10=-3218/1961 BOT CHORD 2-15=-1752/2980, 14-15=-1603/2844, 13-14=-2340/4006, 12-13=-1603/2844, 10-12=-1752/2980 WEBS 4-1 5=-1 04/297, 4-14=-796/1355, 5-14=-448/346, 7-13=-412/346, 8-13=-795/1354, 8-12=-104/297 ,,11{111111///� NOTES 1) Unbalanced roof live loads have been considered for this design. oN 2) Wind: ASCE 7-10; Vult=160mph (3-second Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 13=42ft; L=40ft; Cat. 11; �J` `••• E 11� • ,9(j gust) eave=5ft; \ G i SF �� Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ♦♦ V� 3) Provide adequate drainage to prevent water ponding. No 53681 0 4) The solid section of the plate is required to be placed over the splice line at joint(s) 14. 5) Plate(s) atjoint(s) 14 checked for a plus or minus 3 degree rotation about its center. y 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 between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 870 lb uplift at joint 2 and 870 lb uplift at STATE b F 110 ••, � joint 10. 9) "Semi including heels" Member fixity in design this 11 T Q •� ♦♦ �j°� �• OR i -rigid pitchbreaks end model was used the analysis and of truss. ss LOAD CASE(S) Standard 1� N A11 E%�`�� FL Cert. 6634 November 20,2013 WARNING - Verify design parameters and READ NOTES ON MIS AND INCLUDED b1f7EKREFERENCE PAGE AII1.7473 BEFORE USE. Design valid for use only with Wek 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 responsibilliy, of the M iTe k' 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 69D4 Parke East Blvd. Safety Information va able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 314. Tampa, FL 33610-4115 If Southern Pine�SP� lumber is specified, the design values are those effective 06101/2013 byALSC a Job Truss Truss Type Qty Ply Tangelo T6026496 71609 A2 HIP 2 1 Job Reference optional) —1. � .rN 'dyn I D:_Ra69birDzlOfcjsmemTl9yggkD-drKELD7MVEs3DYCCfmtmhVXjRD3cb9EU 14f2evyHZyO 1-0- 7-10-13 13 1-0-0 17-0-9 22-11-7 29-0-0 32-1-3 40-0-0 1-0- 1-0.0 7-10-13 3-13 6-0-9 5-10-13 6-0-9 3-1-3 7-10-13 -0.0 4.00 12 5x10 % 4 3x4 = 3x6 = 2x3 II 5x10 5 6 7 8 Scale = 1:70.2 3x6 17 16 15 14 13 12 3x6 3x4 = 4x6 = 3x8 = 3x4 = 3x4 = 4x6 = i 11-0-0 17-0-9 22-11-7 29-0-0i LOADING (pst TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 5.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC201 OrrP12007 CSI TC 0.54 BC 0.64 WB 0.44 (Matrix) DEFL in (loc) I/deft L/d Vert(LL) 0.50 14-15 >953 360 Vert(TL) -0.79 10-12 >595 240 Horz(TL) 0.18 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 186 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-4-10 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 id REACTIONS (lb/size) 2=1121/0-8-0 (min. 0-1-9), 10=1121/0-8-0 (min. 0-1-9) Max Harz 2=129(LC 7) Max Uplift2=-870(LC 8). 10=-870(LC 8) Max Grav 2=1331(LC 2), 10=1331(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3169/1945, 3-4=-2848/1773, 4-5=-3298/2115, 5-6=-3297/2114, 6-7=-3297/2114, 7-8=-3298/2114, 8-9=-2848/1773, 9-1 0=-3169/1945 BOT CHORD 2-17=-1730/2931, 16-17=-1476/2673, 15-16=-1476/2673, 14-15=-1892/3298, 13-14=-1476/2673, 12-13=-1476/2673, 10-12=-1730/2931 WEBS 3-17=-378/329, 4-17=-150/364, 4-15=-488/845, 5-15=-395/285, 7-14=-340/285, 8-14=-486/844, 8-12=-151/364, 9-12=-378/329 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=12ft; B=42ft; L=40ft; eave=5ft; Cat. II; ,♦ �P` , • . • • M,9 I, Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ♦♦♦ . G E N 3) Provide adequate drainage to prevent water ponding. ♦ N \G �. Fes'•_ �! 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ r 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 No 53681 = fit between the bottom chord and any other members. * ' / 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 870 lb uplift at joint 2 and 870 lb uplift at - * �� joint 10. -� ;�� ZC ` 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. "Al�{ STATE p! Fes: /J LOAD CASES Standard iv / 44/o .ORI FL Cert. 6634 November 20,2013 Q WARMNG - Verify design parameters and RRAD NOTES ON7WS AND INCLUDED M TEKREFERENCE PAGE NII.7473 BEFORE USE. Design valid for use onlywith 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 Welk'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/TPI1 Quality Criteria, DSS-8? and BCSI Building Component 6904 Parke East Blvd. Safety Information vo' able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA p2314. Tampa, FL 33610.4115 It SouthernPinedSP� lumber isspecified, the design values are those effective 06J01/2013 by ALSC Job Truss Truss Type Qty Ply Tangelo T6026497 71609 A3 HIP 2 1 Job Reference o tional chambers Truss Inc., Fort Pierce Ft. 34982 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Nov 19 13:55:50 2013 Page 1 I D:_Ra69birDzlOfcjsmemTl9yggkD-52ucYY7_GY?wginODTO?Ei4xvcSAKaneFkbcBMyHZyN 1-0 6-7-14 13-0-0 20-0-0 27-0-0 33-4-2 40-M 1-0 1-0-0 6-7-14 6-4-2 7-0-0 7-0.0 6-4-2 6-7-14 -0-0 4.00 12 5x10 % 2x3 II 5x10 4 17 5 18 6 Scale = 1:70.2 3x6 16 15 14 13 12 11 10 3x6 2x3 11 3x6 — 3x8 = 3x4 = 2x3 11 3x4 = -00-00 2 40-0-00._ I :-7 714 2 7 7 6 6-7-4 Plate Offsets MY): 12:0-3-14.0-1-81f4:0-5-0.0-2-01.r6:0-5-0.0-2-01,18:0-3-14,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.42 13 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.61 13-15 >780 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(TL) 0.18 8 n/a n/a BCDL 5.0 Code FBC2010fTP12007 (Matrix) Weight: 191 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-6-7 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 id REACTIONS (lb/size) 2=1121/0-8-0 (min. 0-1-9), 8=1121/0-8-0 (min. 0-1-9) Max Horz 2=150(LC 7) Max Uplift2=-870(LC 8), 8=-870(LC 8) Max Grav 2=1331(LC 2). 8=1331(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3267/1968, 3-4=-2684/1673, 4-17=-2885/1878, 5-17=-2885/1878, 5-18=-2885/1878, 6-18=-2885/1878, 6-7=-2684/1673, 7-8=-3267/1968 BOT CHORD 2-16=-1765/3029, 15-16=-1765/3029, 14-15=-1376/2500, 13-14=-1376/2500, 12-13=-1376/2500, 11-12=-1376/2500, 10-11 =-1 765/3029, 8-10=-176513029 WEBS 3-15=-61B/415, 4-15=-103/332, 4-13=-286/620, 5-13=-427/350, 6-13=-286/620, 6-11 =-1 031332, 7-11=-619/415 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=12ft; B=42ft; L=40ft; eave=5ft; Cat. II; S. �P` • �/,9 I� Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 o,� , . % NGV ��•. 3) Provide adequate drainage to prevent water ponding. F 2 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 o N O 53681 fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 870 lb uplift at joint 2 and 870 lb uplift at 8. y. joint 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. STATE F �/ ,vt LOAD CASE(S) Standard ,A, f3 , Q -.0 FL Cert. 6634 November 20,2013 ® WARNING - Verify design Parameters and READ N07ES ONTWS AW INCLUDED MTEKREFERENCE PAGE 1771.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design parameters and proper incorporation of component a 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 MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding tobrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vaable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 314. Tampa, FL 3361D-4115 LfsouthernPine�'SP�lumber isspecified, the design values are thoseeffec6W06 01/2013byALSC Job Truss Truss Type Qty Ply Tangelo T6026498 71609 A4 HIP 2 1 Job Reference o tional ..naumma nuaa a rmi nm w ri, aysac -Du s aep Lf 4u iz mi I eK Inousmes, Inc. I ua NOV 1e I is 01 ZU 13 rage I I D:_Ra69birDzlOfcjsmemTl9yggkD-ZES_mu8c1 s7nSsMamBvEmwc3?Onj3_DnUOK9joyHZyM -1-0 8A-3 15-0-0 20-0-0 25-0-0 31-7-13 40-0-0 41-0 -0-0 8-4-3 6-7-13 5-0-0 5-0-0 11-13 8A-3 -0-0 Scale = 1:71.5 4.00 12 5x6 = 3x4 = 5x6 = 5 18 6 19 7 3x6 17 10 15 Zu G1 14 111 12 3x6 2x3 I 4x6 = 3x8 = 2x3 II 3x8 = 4x6 = LOADING (psf) SPACING 2-0-0 CS' DEFL in (loc) I/deft Ud TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.37 14-15 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.69 14-15 >680 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz(TL) 0.18 10 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=1152/0-8-0 (min. 0-1-9), 10=1152/0-8-0 (min. 0-1-9) Max Horz 2=-172(LC 6) Max Uplift2=-870(LC 8), 10=-870(LC 8) Max Grav 2=1331(LC 2), 10=1331(LC 2) PLATES GRIP MT20 244/190 Weight: 187 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc pur ins. BOT CHORD Rigid ceiling directly applied or 5-6-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3187/1910, 3-4=3060/1925, 4-5=-2501/1570, 5-18=-2324/1540, 6-18=-2324/1540, 6-19=-2324/1540, 7-19=-2324/1540, 7-8=-2501/1570, 8-9=-3060/1925, 9-1 0=-3187/191 0 BOT CHORD 2-17=-1707/2945, 16-17=-1707/2945, 15-16=-1707/2945, 15-20=-1357/2459, 20-21=-1357/2459, 14-21=-1357/2459, 13-14=-1707/2945, 12-13=-1707/2945, 10-12=-1707/2945 WEBS 4-15=-715/508, 5-15=-260/489, 6-15=-359/162, 6-14=-359/162, 7-14=-260/489, 8-14=-716/508 `,111111111!!!, NOTES ,�%% E�- S. '��I 1) Unbalanced roof live loads have been considered for this design. `� �P` M,9 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=42ft; L=40ft; eave=5ft; Cat. II; �% G Ci•E•� to 0i Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ♦� �.� `SF•••,� �� 3) Provide adequate drainage to prevent water ponding. N O 5 3681 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 5.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 870 lb uplift at joint 2 and 870 lb uplift at 7) Joint 10. Semi ---rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. G STATE O F •� LOAD CASE(S) Standard ii� •;c� 0 R 1/� FL Cert. 6634 November 20,2013 Q WARNING - Verify design parameters and READ N07ES ON777IS AND INCLUDED 6I77EKREFERENCE PAGE hfli-7473 EEFORE USE. � Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on 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/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA Zy2314. Tampa, FL 33610-4115 ff Southern Pine (SPI lumber is specified, the design values are those effective Ob/01/2013 byAtSC Job Truss Truss Type Qty Ply Tangelo T6026499 71609 A5 HIP 2 1 Job Reference (optional) chambers Truss Inc., Fort Pierce FI. 34982 7.350 is Sep 27 2012 MiTek Industries, Inc. Tue Nov 19 13:55:52 2013 Page 1 ID:_Ra69birDzlOfcjsmemTlgyggkD-1 QOMzE9Eo9Fe4?xnKuQTJ79DEQ7?oWexj24jFEyHZyL -1-0- 8-6-0 17-0-0 23-0-0 31-6-0 40-0-0 41-0- -0-0 8-6-0 8-6-0 6-0-0 8-6-0 8-6-0 -0-0 Scale = 1:71.5 4.00 12 5x10 Sx6 = m 0 IM 0 3x6 16 10 14 13 1L 11 3x6 2x3 II 4x6 = 3A = 3x8 = 4x6 2x3 I I 8-6-0i 17-0-0 23 ^0-0 31-6-0 40-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.36 14 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.57 14-16 >822 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.18 9 n/a n/a BCDL 5.0 Code FBC201 O/TPI2007 (Matrix) Weight: 186 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-14, 8-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=112110-8-0 (min. 0-1-9), 9=1121/0-8-0 (min. 0-1-9) Max Horz 2=-193(LC 6) Max Uplift2=-870(LC 8), 9=-870(LC 8) Max Grav 2=1331(LC 2), 9=1331(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3216/1938, 3-4=-2333/1452, 4-5=-2252/1472, 5-6=-2146/1458, 6-7=-2253/1472, 7-8=-2334/1452, 8-9=-3216/1938 BOT CHORD 2-16=-1725/2977, 15-16=-1725/2977, 14-15=-1725/2977, 13-14=-1127/2145, 12-13=-1726/2976, 11-12=-1725/2976, 9-11 =-1 725/2976 WEBS 3-16=0/280, 3-14=-937/633, 5-14=-159/398, 6-13=-159/398, 8-13=-937/633, 8-11=0/280 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=12ft; B=42ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 870 lb uplift at joint 2 and 870 lb uplift at joint 9. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ♦,♦♦ AEI" .. • . No 53681 XZ b1l STAT I E S • 1O N A� E�♦ ♦♦ FL Cert. 6634 November 20,2013 AWARNING - Verify design parameters and READ N07ES ON7111S AND INCLUDED M =REFERENCE PAGE JUI 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 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/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. solely Information voable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. Tampa, FL 33610-0115 If South ern P ine�'SP� lumber is sp ec ifi ed, the design values are those effective 06/02/2013 by ALSt r"i Job Truss Truss Type Qty Ply Tangelo T6026500 71609 A6 COMMON 2 1 Job Reference (notional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Nov 19 13:55:53 2013 Page 1 1 D:_Ra69birDzlOfcjsmemTl9yggkD-VcZkBaAsZTNUh9WzucxirLiREgSYXzy4xipGogyHZyK 21-0-0 -1-0-0 6-8-8 12-11-9 19-0-0 -0. 27-0-7 33-3-9 40-0-0 41-0- -0-0 6-8-8 6-3-1 6-0-7 -0-0 6-0-7 fi-3-1 6-8-8 -0-0 1-0-0 Scale = 1:72.8 �1 d 3x6 11 4.00 12 3x6 = 3x6 = 6 7 8 3x6 -- io lr 16 in 14 3x6 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = 3 0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.36 Vert(LL) 0.38 16 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.60 16-18 >784 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.17 12 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 185 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9-1 cc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-5-12 cc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 9-16, 5-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=112110-8-0 (min. 0-1-9), 12=1121/0-8-0 (min. 0-1-9) Max Horz 2=215(LC 7) Max Uplift2=-870(LC 8), 12=-870(LC 8) Max Grav2=1331(LC 2),12=1331(LC2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3239/1989, 3-4=-2903/1778, 4-5=-2849/1787, 5-6=-2053/1342, 8-9=-2053/1342, 9-10=-2849/1787, 10-11=-2903/1778, 11-12=-3239/1989, 6-7=-1895/1316, 7-8=-1895/1315 BOT CHORD 2-18=-1784/3005, 17-18=-1403/2503, 16-17=-1403/2503, 15-16=-1403/2503, 14-15=-1403/2503, 12-14=-1784/3005 WEBS 7-16=-507/851, 9-16=-766/535, 9-14=150/434, 11-14=-384/351, 5-16=-766/535, 5-18=-150/434, 3-18=-383/351 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=12ft; B=42ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 870 lb uplift at joint 2 and 870 lb uplift at joint 12. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ,``,111111111f��'e S. M e, .q ee ENS�.,G'� • No 53681' ��.. STATE �F-:4t�IJ • ,c4 0 R P , \�.�� reeeesSBfO N A1-�� .�` `• f1111111 FL Cert. 6634 November 20,2013 Q WARNING - Verify design parameters and READ NOTES ONT RIS AND INCLUDED BBTEKREFERENCE PAGE W17473 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 responsibility 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/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information 9va' able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA y2314. Tampa, FL 33610-4115 If Southern Pine 1SP� lumber is specified, the design values are these effective 06/O1/2013 byAiSt 4 Job Truss Truss Type Qty Ply Tangelo T6026501 71609 A7 COMMON 1 1 Job Reference o tional ioers Truss mc., Ton Tierce rt. j49a2. 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Nov 19 13:55:54 2013 Page 1 I D:_Ra69birDzlOfcjsmemTl9yggkD-zp77OwAVKnVLJJ59SJSxOYEc5EnnGP5EAMZpK7yHZyJ -1-0- 12-11-9 20-0-0 27-0-7 33-3-9 40-0-0 1-0- 1-0-0 6-B-8 6-3-1 7-0-7 7-0-7 6-3-1 6-8-8 -0-0 4.00 12 5x6 = Scale = 1:69.0 3x6 14 " 11 3x6 3x4 = 46 = 3x8 = 4x6 = 3x4 = 10-0-8 20-0-0 29-11-9 40-0-0 10-01 9-11-9 9-11-9 10-0-8 Plate Offsets (X,Y): 12:0-3-14,0-1-81 f10:0-3-14.0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lld PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.37 14 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.59 12-14 >806 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(TL) 0.17 10 n/a n/a BCDL 5.0 Code FBC201 O/TP12007 (Matrix) Weight: 186 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-14, 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS (lb/size) 2=1121/0-8-0 (min. 0-1-9), 10=1121/0-8-0 (min. 0-1-9) Max Harz 2=-225(LC 6) Max Uplift2=-870(LC 8), 10=-870(LC 8) Max Grav 2=1331(LC 2), 10=1331(LC 2) FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3233/1985, 3-4=-2907/1781, 4-5=-2808/1790, 5-6=-2038/1332, 6-7=-2038/1332, 7-8=-2808/1790,8-9=-2907/1781,9-10=-3233/1985 BOT, CHORD 2-16=-1779/2998, 15-16=-1413/2514, 14-15=-1413/2514, 13-14=-1413/2514, 12-13=-1413/2514, 10-12=-1779/2998 WEBS 6-14=-542/894, 7-14=-801/568, 7-12=-142/430, 9-12=-372/339, 5-14=-800/568, 5-16=-142/430, 3-16=-371/339 NOTES `%% �:L S. 1) Unbalanced roof live loads have been considered for this design. ,,�� P`, ... '✓/,9 �4P 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=42ft; L=40ft; eave=5ft; Cat. 11; `� �G�, G E N,3 Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ,� N 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 53681 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� * o fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 870 lb uplift at joint 2 and 870 lb uplift at joint 10. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. � (V .�': STATE F • LOAD CASE(S) Standard s�d,�S;�� O R i, J*S/0 N A FL Cert. 6634 November 20,2013 © WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EKREFERENCE PAGE iII1.7473 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 B the responsibility 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/TPI1 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 gg2314. Tampa, FL 33610-4115 If Southern Pine gSPlumber isspecified, the design valuesare those effective 06/01/2013 bVALSC Job Truss Truss Type Qty Ply Tangelo T6026502 71609 q HIP 1 1 Job Reference (Optional) �i imuveia mm na., ran r rce rl. 8 oz t.3Du s sep 2/ 2u12'MI I eK Inaustrles, Inc. I ue NOV 19 13:55:41 2uT3 rage 1 ID:_Ra69birDzlOfcjsmemTl9yggkD-hTCTwX56zdcLzE2pXLglc4SMRPND774CZmMyal yHZyQ -1-0- 7-0-0 13-6-14 20-0-0 26-5-2 33-0-0 40-0-0 1-0- 1-0-0 7-0-0 6-6-14 6-5-2 6-5-2 6-6-14 7-0-0 -0-0 4.00 12 2x3 II 5x10 = 3x4 = - 4x6 = 3x4 = 5x10 = Scale = 1:70.2 3x6 % 17 16 15 14 13 12 11 3x6 2x3 5x8 MT18HS WB = 3x8 = 3x8 = 2x3 I 3x8 = 5x8 MT18HS WB = 7-0-0 13-6-14i 20-0-0 26-5-2 33-0-0i 40-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.97 14 >485 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -1.39 14 >341 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.22 9 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight: 177 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-9-13 cc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-4-13 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) 2=1121/0-8-0 (min. 0-1-9), 9=1121/0-8-0 (min. 0-1-9) Max Horz 2=-86(LC 6) Max Uplift2=-870(LC 8), 9=-870(LC 8) Max Grav 2=1331(LC 2), 9=1331(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3230/1933, 3-18=-4713/2938, 4-18=-4713/2938, 4-19=-5260/3269, 5-19=-5260/3269, 5-6=-5260/3269, 6-20=-5260/3269, 7-20=-5260/3269, 7-21=-4713/2938, 8-21=-4713/2938,8-9=-3230/1933 BOT CHORD 2-17=-1723/2988, 16-17=-1721/2993, 15-16=-2786/4713, 14-15=-2786/4713, 13-14=-2786/4713, 12-13=-2786/4713, 11-12=-1721/2993, 9-11=-172312988 WEBS 3-16=-1132/1929, 4-16=-595/426, 4-14=-353/637, 6-14=-336/282, 7-14=-353/637, 7-12=-595/426, 8-12=-1132/1929 NOTES ,% S. 1) Unbalanced roof live loads have been considered for this design. �P. I ... 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=42ft; L=40ft; eave=5ft; Cat. II; �� xG , G E N s+'•,�� i� Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. No 53681 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * : �� / • * T 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will — �— fit between the bottom chord and any other members. -10 ; r 7) joint g Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 870 lb uplift at joint 2 and 870 lb uplift at STATE F • �: 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. \� LOAD CASE(S) Standard 16"f Of I N A� E %0 FL Cert. 6634 November 20,2013 © WARAIING - Verify design parameters and READ NOTES ON THIS AND INCLUDED /f777EKREFERP.NCE PAGE JIM 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 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/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 tt5outhern PinegSP� lumber isspecifed, the design values are those effective 06101/2013 hyALSC Job Truss Truss Type at. Ply Tangelo T6026503 71609 GRA HIP 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Nov 19 13:55:55 2013 Page 1 I D:_Ra69birDzlOfcjsmemTlgyggkD-S?hVcGB754dCxTgM?1_Axmnn4dCi?rnNPOINsZyHZyI 5-0-0 13-0-0 17-8-5 22-3-11 27-0.0 30-11-10 35-0-0 40-0-0 41-0-0 1-0-0 5-0-0 4-0-6 3-11-10 4-8-5 4-7-5 4-8-5 3-11-10 4-0.6 5-0.0 Scale = 1:70.5 4.00 12 2x3 I 5x6 = 4x6 = 3x4 = US = 46 = — —_ 5x6 — 3x4 —_ 3x4 3 4 20 5 21 6 7 8 22 9 23 10 11 1 2 12 13 I6 o — d 3x5 = 19 18 17 16 15 14 3x5 = 3x4 = 6x10 = 3x5 = US = 6x10 = 3x4 = 5-0-0 13-0-0 17-8-5 22-3-11 27-0-0 35-0-0 40-0-0 5-0-0 8-0-0 4-8-5 4-7-5 4-8-5 8-0-0 5-0-0 Plate Offsets KY): 112:0-2-8 Edgel 115:0-2-8 0-3-41 118:0-2-8 0-3-41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.09 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.20 18-19 >748 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.57 Horz(TL) 0.02 12 n/a n/a BCDL 5.0 Code FBC20101TP12007 (Matrix) Weight: 182 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, Except: WEBS 2x4 SP No.3 *Except* 6-0-0 oc bracing: 17-18,15-16. 5-18,9-15: 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-8-0. (lb) - Max Horz 2=53(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2=-417(LC 8), 18=-978(LC 8), 15=-985(LC 8), 12=-415(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=567(LC 13), 18=1594(LC 13), 15=1594(LC 14), 12=569(LC 14) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1229/628, 3-4=-1142/625, 4-20=-494/927, 5-20=-494/927, 5-21=-418/316, 6-2 1 =-418/316, 6-7=-413/308, 7-8=-413/308, 8-22=-413/308, 9-22=-413/308, 9-23=-510/913,10-23=-510/913,10-11=-1147/618,11-12=-1235/621 BOT CHORD 2-19=-511/1160,18-19=-347/532,14-15=-342/503,12-14=-505/1125,17-18=-899/611, 16-17=-199/418,15-16=-925/627 WEBS 4-19=-235/696, 4-18=-1557/984, 5-18=-870/640, 5-17=-862/1351, 6-17=-397/341, 8-16=-394/343, 9-16=871/1356, 9-15=-872/644, 10-15=-1553/989, 10-14=-241/692 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=12ft; B=42ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 18, 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify rapacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 417 lb uplift at joint 2, 978 lb uplift at joint 1 , 985 lb uplift atjoint 15 and 415lb uplift at joint 12. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 288 lb down and 132 lb up at 35-0-0, and 288 lb down and 132 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 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 ♦``,11111I1111r",'I PEu S. M I� • No 53681 / p ��-' STATE ©F • �/ • • ,� G'•1111111 Stitt"" F77F7L Cert. 6634 November 20,2013 Continued on Daae 2 © WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIT£KREFERENCE PAGE MU-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 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/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vaable from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 2314. Tampa, FL 33610-4115 If So uthern Pine I'SP� lumber is specified, the design values are those effective 06�01/2013 by ALSO Job Truss Truss Type Qty Ply Tangelo T6026503 71609 GRA HIP 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 MTek Industries, Inc. Tue Nov 19 13:55:56 2013 Page 2 ID:_Ra69birDzlOfcjsmemTl9yggkD-wB FtpcCls013YdEYZkVPTzKyg1 Yxkl0Weg2wO?yHZyH LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-44, 3-11=-70(F=-26), 11-13=-44, 2-19=-10, 15-19=-16(F=-6), 14-15=-16(F=-6), 12-14=-10 Concentrated Loads (lb) Vert: 19=-158(F) 14=-158(1--) ak WARMING - Verify design parameters and READ NOM ON IMS AAID INCLUDED MIIEKREFERENCE PAGE MII.7473 BEFORE USE i connectors. This design shown, and is for an individual building component. Design valid for use only with MTek co c s es gn is based only upon parameters sho g p 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 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIT Quality Criteria, DSB•89 and BCSI Building Component Safey Informaflon gqvdUUable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. If SouthernPine9SP1lumberisspeciffed,thedesianvaluesarethoseeffective06 01/2013byALSC i%��e • No 53681 �7. STATE F ..:44/�/ • 0R� FL Cert. 6634 November 20,2013 Wat MiTek' 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Tangelo T6026504 71609 GRB HIP 1 1 Job Reference (ootional) Chambers Truss Inc- Fort Pierce FI. 34982 7.350 s Sep 27 2012 M7ek Industries, Inc. Tue Nov 19 13:55:56 2013 Page 1 I D:_Ra69birDzlOfcjsmemTl9yggkD-wBFtpcClsOi3YdEYZkVPTzKpf1 SvkCO Weg2wO?yHZyH 1-0- 12-2-1 17-2-6 22-2-11 2711 33-0-0 40-0-0 q1-0-0 -0-0 7-0-0 5-2-1 5-0-5 5-0-5 5-1-5 5-8-0 7-0-0 1-0-0 ' 4.00 12 5x8 = 3x4 = 3 18 4 0 Scale = 1:70.5 This truss is NOT symmetric. Proper orientation is essential. = 3x5 = 3x6 = 4x8 = 3x4 11 5x8 MT18HS 5 6 7 19 8 20 9 3x8 = 17 16 15 14 13 12 3x5 = 2x3 II 6x8 = 3x4 = 3x5 = 6x12 2x3 II n' 6 7-0-0 12-2-1 17-2-6 22-2-11 27-4-0 33-0-0 40-0-0 7-0-0 5-2-1 5-0-5 5-0-5 5-1-5 7-0-0 Plate Offsets _(X Y): 12:0-4-0 Edgel 13:0-5-4,0-2-81 f7:0-3-8 0-2-01 f9:0-5-4 0-2-81 f13:0-4-0 0-3-41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) 0.42 15-16 >769 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.58 15-16 >563 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.13 13 n/a n/a , BCDL 5.0 . Code FBC201 O/TPI2007 (Matrix) Weight: 183 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-7-0 oc bracing. WEBS 2x4 SP No.3 `Except` WEBS 1 Row at midpt 5-14, 7-13, 9-13 8-13: 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 13=3097/0-8-0 (min. 0-1-12), 10=100/0-8-0 (min. 0-1-8), 2=1255/0-8-0 (min. 0-1-15) Max Horz 2=-74(LC 6) Max Uplift 1 3=-2431 (LC 8), 10=-128(LC 8), 2=-1034(LC 8) Max Grav 13=4120(LC 15), 10=140(LC 20), 2=1655(LC 13) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4327/2422, 3-18=-4549/2729, 4-18=-4548/2729, 4-5=-3396/2099, 5-6=-735/529, 6-7=-735/529, 7-19=-1929/3444, 8-19=-1929/3444, 8-20=-1929/3444, 9-20=-1929/3444, 9-10=-300/635 BOT CHORD 12-13=-549/349,10-12=-580/363,2-17=-2184/4084,16-17=-2199/4129, 15-16=-2577/4585, 14-15=-1946/3433, 13-14=-377/750 WEBS 3-17=-245/738, 3-16=-416/744, 4-15=-1274/697, 5-15=-237/649, 5-14=-2966/1735, 7-14=-664/1360, 7-13=4583/2710, 8-13=-775/613, 9-13=-3423/1878, 9-12=-231/738 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=42ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The solid section of the plate is required to be placed over the splice line at joint(s) 16. 6) Plate(s) at joint(s) 16 checked for a plus or minus 2 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 13 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2431 lb uplift at joint 13, 128 lb uplift at joint 10 and 1034 lb uplift atjoint 2. 11) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 633 lb down and 290 lb up at 33-0-0, and 633 lb down and 290 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on Daae 2 �. PEL S. .,1 01 No 53681 /:• STATE F ••�• �/ • G• 4 ONM- /111111 FL Cert. 6634 November 20,2013 WARNING - Verify design parameters and READ NOTES ON THIS ARID INCLUDED 617TRKREFERENCE PAGE fill-7473 EEPORE USE. T Design valid for use only with Mek 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/TP11 Quality Criteria, DSB-87 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormatlon va' able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 314 Tampa, FL 33610-4115 If! f Southern Pin lumber lumber is specified, the design values are these effective 06l1/2013 by ALSC Job Truss Truss Type Qty Ply Tangelo T6026504 71609 GRB HIP 1 1 Job Reference (optional) cnameers I ruse Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Nov 19 13:55:57 2013 Page 2 I D:_Ra6gbirDzlOfcjsmemTl9yggkD-OOpF1 yDNditwAnpk7R0e0Bs_PRoBTfGgsKn UxSyHZyG LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-44, 3-9=-92(F=-48), 9-11=-44, 12-14=-21(F=-11), 10-12=-10, 2-17=-10, 14-17=-21(F=-11) Concentrated Loads (lb) Vert: 17=-347(F) 12=-347(F) Irr/��'' :��G••��G•E•N SF••U'i #0 No 53681 STATE F ••: �/' G'• <v OR FL Cert. 6634 November 20,2013 A WARNING - Verib design parameters and READ NOTES ON77IIS AATD INCLUDED WTEK REFEREAKE PAGE illf-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 M iTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information vo' able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA ��22314. If Southern Pine�SP� lumber is specified, the design values are those effective WA1/2013 byAISC 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Tangelo T6026505 71609 J1 MONO TRUSS B 1 Job Reference-foptional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 a Sep 27 2012 MiTek Industries, Inc. Tue Nov 19 13:55:57 2013 Page 1 I D:_Ra69birDzlOfcjsmemTl9yggkD-OOpF1 yDNditwAnpk7R0e0BsB3RyLTt5gsKnUxSyHZyG 1-0-0 - 1-0-0 Refer to MiTek "TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) 3x4 = IN� Scale = 1:6.2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight: 5 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 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) 2=99/0-8-0 (min. 0-1-8), 4=5/Mechanical, 3=-7/Mechanical Max Horz 2=44(LC 8) Max Uplift2=-142(LC 8), 3=8(LC 2) Max Grav 2=120(LC 2), 4=14(LC 3), 3=25(LC 8) FORCES (Ib) - 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=1211; B=42ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 lb uplift at joint 2 and 8 lb uplift at joint 3. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard i No 53681 STATE ,OF .'off O R ` O P,.: \�`♦♦ s„O N A1- E;.-.` `� n1111 FL Cert. 6634 November 20,2013 0 WARNING- Verify design parameters and READ NOTES ON 77IIS AND INCLUDED M MKREP'ERENCE PAGE Jig[ 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 responsibillify 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/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saley Iniormotion gva' able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA g2314. Tampa, FL 33610-0115 If Southern Pine 15PJ lumber is specked, the design values are those effective 06/01/2013 byA1SC Job Truss Truss Type Qty Ply Tangelo T6026506 71609 J3 MONO TRUSS 8 1 Job Reference footionall Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Nov 19 13:55:57 2013 Page 1 I D:_Ra6gbirDzlOfcjsmemTl9ygg kD-OOpF1 yDNditwAnpk7R0e0BsA7Rx?Tt5gsKnUxSyHZyG 1-0-0 3-0-0 3x4 = LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 5.0 Code FBC201 OfrPI2007 LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 Scale = 1:9.6 CSI DEFL in (loc) I/deft Ud PLATES GRIP TC 0.18 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 BC 0.10 Vert(TL) -0.01 2-4 >999 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 11 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=42/Mechanical, 2=144/0-8-0 (min. 0-1-8). 4=13/Mechanical Max Horz 2=79(LC 8) Max Uplift3=-43(LC 8). 2=-165(LC 8) Max Grav 3=58(LC 13). 2=174(LC 2), 4=39(LC 3) 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=12ft; B=42ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 . 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ' 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3 and 165 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard o``I�IIIIIIIf/��®'' No 53681 STATE / 441 ��i�s�l0 N AL E�.�`• ullnl FL Cert. 6634 November 20,2013 Q WARMNG - Verify design parameters and READ MOTES ON 7WS ARID INCLUDED 167EKREFERENCE PAGE JW 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 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/TPII Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Inlormation va able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA�2 314. Tampa, FL 33610-4115 ff Southern Pine�SP� lumber isspecified, the design values are those effective 08/a1/2013 byALSC Job Truss Oty Ply TangeloT60265071609 7.,uss J5 S 20 1 Job Reference (Optional) Chambers Truss Inc., Fort Pierce A. 34982 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Nov 19 13:55:58 2013 Page 1 I D:_Ra6gbirDzlOfcjsmemTl9yggkD-saNdEHE?O??nowOxh9XtYOPG5rDaCKLp5_X1 TuyHZyF i -1-0-0 5-0-0 i 140-0 5-0-0 Scale = 1:12.9 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.33 Vert(TL) -0.05 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight: 17 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=93/Mechanical, 2=191/0-8-0 (min. 0-1-8), 4=23/Mechanical Max Horz 2=115(LC 8) Max Uplift3=-105(LC 8), 2=-187(LC 8) Max Grav 3=121(LC 13), 2=230(LC 2), 4=69(LC 3) 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=12ft; B=42ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) joint 2 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 3 and 187 lb uplift at `��,``,EL S Itoy',', 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. � �P ,.. • • M,9 �� LOAD CASE(S) Standard i No 53681 r � STATE / 411• ON AL ��,` %n FL Cert. 66347] November 20,2013 ® WARNING - Verify design parameters and READ NOTES ONTHIS AND INCLUDED MTEKREFERENCE PAGE Af1F7473 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 M iTe k' 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/TPI1 Quality Criteria, DSB-89 and SCSI 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 IfSauthern PinelSP) lumber isspeci specified, the design values Ore those effective 06�01/2013 byALSC Job Truss Type Qty Ply Tangelo T T6026508 71609 MONOTRUSS 14 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Nov 19 13:55:58 2013 Page 1 ID: Ra6gbirDzlofcjsmemTlgyggkD-saNdEHE?O??nowOxh9XtYOPlvr7SCKLp5_X1TuyHZyF i -1-0-0 7-0-0 1-10 7-0-0 Scale: 3/4"=1' 3x4 = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.12 2-4 >645 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.22 2-4 >369 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC201 O/ TPI2007 (Matrix) 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=139/Mechanical, 2=243/0-8-0 (min. 0-1-8), 4=33/Mechanical Max Horz 2=151(LC 8) Max Uplift3=-161(LC 8), 2=-216(LC 8) Max Grav 3=181(LC 13), 2=291(LC 2), 4=99(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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=12ft; B=42ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) joint 2 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint 3 and 216 lb uplift at `,�`1%, S 11 1 11 J.' 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. � G�P` G•E LOAD CASE(S) Standard ,�� •••�� S4' No 53681 STATE F • :'�1JJ: rrnnt FL Cert. 6634 November 20,2013 Q WARNING - Verify design parameters and READ NOTES ON77IIS AND INCLUDED MI7F REFERENCE PAGE 39I-7473 BEFORE USE Design valid for use only with M1ek 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/1711 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vaiable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA yy2314 Tampa, FL 33610-4115 If Southern Pine SP lumher is specified, the design values are those effective 06J0112013 by ALSO Job Truss Truss Type Qty Ply Tangelo T6026509 71609 KJ5 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 MTek Industries, Inc. Tue Nov 19 13:55:59 2013 Page 1 ID:_Ra69birDzlOfcjsmemTl9yggkD-KmxORdEd8J7eP4z7Es265cyTTEb7xnbzKeGa?KyHZyE i -1-5-0 7-0-2 1-5-0 7-0-2 Scale: 3/4"=l' 2.83 12 5 2 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.38 TCDL 7.0 Lumber Increase 1.25 BC 0.25 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 BCDL 5.0 Code FBC2010/TP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS (lb/size) 3=164/Mechanical, 2=18710-11-5 (min. 0-1-8), 4=40/Mechanical Max Horz 2=103(LC 8) Max Uplift3=-177(LC 8), 2=-196(LC 8) Max Grav 3=206(LC 13), 2=225(LC 2), 4=106(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL in floc) I/deft Ud PLATES GRIP Vert(LL) -0.09 2-4 >840 360 MT20 244/190 Vert(TL) -0.16 2-4 >497 240 Horz(TL) -0.00 3 n/a Na Weight: 23 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 7-0-2 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=42ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 177 lb uplift at joint 3.and 196 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-44 Trapezoidal Loads (plf) Vert: 5=0(F=22, B=22)-to-3=-77(F=-17, B=-17), 2=-1(F=5, 13=5)-to-4=-18(F=-4, B=-4) PEA S. M 40 No 53681 G:• STATE PFAt- 00 1111111 FL Cert. 6634 November 20,2013 © WARNING - wnfy design parnme —a and READ M07ES ON 7UTS AAA INCLt7DEO 6II7EKREPERENCE PAGE JUI.7473 EEFORE LISP - Design Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for on 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 ANSIITP11 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. If Sauthem Pine�SP� lumber isspecifred, the design values are those effective 061,01/2013 byALSC Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Tangelo T6026510 71609 KJ7 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 27 2012 MiTek Industries, Inc. Tue Nov 19 13:55:59 2013 Page 1 I D:_Ra69birDzlOfcjsmemTlgyggkD-KmxDRdEd8J7eP4z7Es265cyVtEbuxlgzKeGa?KyHZyE -1-5-0_ i 6-11-0 _ 9-10-1 1-5-0 6-11-0 2-11-1 Scale = 1:21.1 3x4 = uo 5 3x4 = . LOADING (psf) SPACING 2-0-0 CS] DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.05 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.09 2-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2010fTPI2007 (Matrix) Weight: 38 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 (lb/size) 4=88/Mechanical, 2=291/0-11-5 (min. 0-1-8), 6=335/Mechanical Max Horz 2=181(LC 8) Max Uplift4=-105(LC 8), 2=-258(LC 8), 6=-228(LC 8) Max Grav 4=131(LC 13), 2=347(LC 2), 6=408(LC 13) FORCES (lb) -Max. Comp./Max. Ten. -Ail forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-662/284 BOT CHORD 2-7=-400/647, 6-7=-400/647 WEBS 3-6=-753/466 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 13=42ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 4, 258 lb uplift at joint 2 and 228 lb uplift at joint 6. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-44 Trapezoidal Loads (pig Vert: 8=0(F=22, B=22)-to-4=-108(F=-32, B=-32), 2=-1(F=5, B=5)-to-5=-25(F=-7, B=-7) ° ♦♦`J%JJ11 a rrii��i ♦ P,EL M ��i • No 53681 STATE OF 41/� ��`• OR ID FL Cert. 6634 November 20,2013 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED 649EKREFERENCE PAGE J6I.7473 BEFORE LSE - Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. WIF Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown MiTek' is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the IytiTek• 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salety Information vo' able from Truss Plate Institute, 781 N. lee Street. Suite 312, Alexandria, VA ZZ2314. Tampa, FL 33610-4115 If SouthernPine�SP lumber isspecified, the design values are those effective 06/01/2013byA1SC 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. J�Apply plates to both sides of truss and fully embed teeth. 0-'/16/16. T For 4 x 2 orientation, locate plates 0-'rid' 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 width measured perpendicular 4 x 4 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. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 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 MiTekOO All Rights Reserved MiTek a 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 chards must be sheathed or purlins 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.