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HomeMy WebLinkAboutSUBMITTED PAPERSDATE FILED: _ G� PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER: {{ CONCURRBNCY FEE: 2L RECEIPT NO.: CERT. CAP. NO.: 1. 2. 3. 4. ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED St. Lucie County Building and Zoning 2300 Virginia Avenue F�flR10P,. Ft. Pierce, FL 34982-5652 r 772-462-1553 APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING- COMPLIANCE PROJECT INFORMATION LOCATION/SITE ADDRESS: X -v Sj t w Spanish Lakes PROJECT NAME: Ea i r w A vs SITE PLAN NAME: PROPERTY TAX ID #: 1306-111-0001-000/0 LEGAL DESCRIPTION (attach extra sheets if necessary):' 6/ 7 34 39 all that lvina northeasterly of I-95 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO 9 10. PARCEL SIZE (ACRES/SQ FT.): 0 LOT DIMENSIONS: COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Sinale family residence (Replacement home) art 8. LOT NO. 11. SETBACKS (ACTUAL) FRONT: BACK: �_ RIGHT SIDE: LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [X] NEW CONSTRUCTION [ ] EXPANSION/ADDITION (I INTERIOR RENOVATION [g] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14 16. SQ. FT OF CONSTRUCTION: , / 15. SF. FT 1st FLOOR: 2-01 `7 VALUE OF CONSTRUCTION: $ 51 . 0 0 0. 0 0 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 SCANNED BY St. Lucie County OWNER INFORMATION NAME: w n n e s �% Z� \AV- - ADDRESS: 8000 S. US11Suite CITY. Port St. Lucie 1 u \1(/�IM STATE: F L ZIP: 34 952 PHONE (DAYTIME): C7 7 2) 8 7 8 - 5 513 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (__) CONTRACTOR INFORMATION v ST. of FL REG.CERT #: C G C 0 3 5 9 9 ST. LUCIE COUNTY CERT #: 09898 BUSINESS NAME: Wynne Develo ment Cor .oratio QUALIFIERS NAME: Matthew Lyle ADDRESS: 8000 S. US1, -Suite 402 - CITY: Port St. Lucie STATE: FL ZIP: 34952 PHONE (DAYTIME): 7 2 8 7 8- 5 51 3 FAX NO. 7 7 2- 8 7 8- 7 6 5 6 Email: ARCHIVENGINEER: Braden & Braden ADDRESS: 417 Coconut Ave. CITY: Stuart STATE: FL. ZIP: 3 4 9 o 6 PHONE (DAYTIME): (� 7 a 2 R 7- R 2 S R BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: ZIP' STATE: ZIP' IMPORTANT NOTICE.-- ",'Vh en a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: WIFF V V 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, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize. the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types),' swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in comp ce with all applicable laws regulating construction and zoning. - V ' s 1 per' _ ROR_ O1�ITRA OR. IGNATURE CONTRAC 0 TURF STATE OF FLORIDA COUNTY OF St. Luci The foregoing instrument was acknowledged before me this _LV_ day of -1, 'u (- `/ 20 // by Matthew T Y1 e Wynn who is personally known ✓ or has produced identification. STATE OF FLORIDA COUNTY OF S t . The foregoing instrument was acknowledged before me this /Vday of 1 u c V , 20-&-, by Matthew T.)z1 P Wvnna who is personally known l/ or has produced as identification. Signature of N t r DOROTHY ANN HAFNER Signature of Now DOROTHY ANN HAFNER v t�av via. Notary Public -State of Florida Commission No. =�`_„' +��% Notarr,�Q^°�u,klic -State of Florida Commission No. _ * ' '_ My Co 4ipires Oct 2, 2012 , My C4 YA►.)Expires Oct 2, 2012 Commission # DD 827096 %";je op; Commission # DD 827096 ",OF FyO� Bonded Through National Notary Assn. '�� °� ���'� Bonded Through National Notary Assn. 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. OFFICE USE O �j SECTION TOWNSHIP �1 1 RANGE Z MAP NO. �` J ZONING LAND USE LOT CVG %n TAZ NO. FLOOD ZONE FIRM MAP # 1 IT FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER %� / SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 111990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE ��1 AREA FEE FEE (RADON) LIBRARY. PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL RO CREDIT Y N LAW ENF IMPACT ACT IMPACT. FEE FEE FEE FIREIEMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF —� NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: / REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER- REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE ., _- RECEIVED — DATE COMPLETED` r INITIALS �T Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax:; (772) 462-1578 08/25/2011 8898 WYNNE DEVELOPMENT CORP WYNNE MATTHEW L 8000 S US 1 STE 402 PORT ST LUCIE, FL 34952 Permit Number: 1107-0194 Review Comments for Contractor Page 1 As of today's date the owner listed on your application is being notified along with yourself that the referenced building permit has some -issues listed in the comments below. Please address these issues as quickly as possible so that we are able to continue to process this permit in a timely manner. If you have any questions regarding the comments below, please call our office: PROPERTY INFORMATION OWNERS INFORMATION 13953 ' CANCUN WYNNE BUILDING CORP 12804 SW 122NDAVE FORT PIERCE 34951 MIAMI, FL 33186-6203 APPLICATION INFORMATION Permit Number: 1107-0194 Application Type: Master Permit w/subs Activity Type: New Other Activity: Permit Type: Building Resldential•(SFR) Stories 1 REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Complete Date Released Documents Missing Pending Dawn Milone 07/15/2011 07/15/2011 1 Comment NEED NOC 07/15/2011 2 Comment PLEASE APPLY FOR A DEMOLITION PERMIT OR PROVIDE ACOPY OF THE RELOCATION PERMIT. Front Counter Review Complete Dawn Milone 07/15/2011 07/15/2011 Plans Examiner Review . Pending Dave Johnson 08/25/2011 08/25/2011 1 Comment ENCLOSED PORCH IS MISSING REQUIRED WALL RECEPTICLES 08/25/2011 2 Comment REAR EXIT DOOR IS MISSING EGRESS LIGHT 08/25/2011 3 Comment AN EXTERIOR GFCI RECEPTICLE IS REQUIRED AT REAR OF THE HOME ,Cb Review Comments for Planning & Development Services Contractor Building & Code Regulation Division 2300 Virginia Avenue . FortPierce,-FL 34982 Page :2 Phone: (772) 4624553 . Fax:: (772) 4624578 nR/25/2 'I 4 Cnfnment PROVISIONS FOR BALANCED AIR RETURN GRILL.IS REQUIRED IF DOORS ARE TO REMAIN SEPARATING BACK ROOM FROM GREAT ROOM 08/25/2011 5 Comment SHEET 2 NOTES STUCCO CIELING & FOUNDATION PLAN NOTES 1 1/2" STEP WITH 1" SLOPE ON SLAB. CHECK FOR ACCURACY To Be -Reviewed by Zoning . Pending TRANSMISSION VERIFICATION REPORT TIME 08/25/2011 15:51 NAME SLC INSPECTIONS FAX 7724626443 TEL 7724622165 SER.# BROE5J278862 DATE,TIME 08/25 15:51 FAX NO./NAME 98787656 DURATION 00:00:29 PAGE(S) 02 RESULT OK MODE STANDARD ECM Pianning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34902 Phone- (772) 462-1553 Pax: (7721462-1578 08/25/2011 8898 WYNNE DEVELOPMENT CORP WYNNE MATTHEW L 8000 S US 1 STE 402 PORT ST LUC1E, FL 34952 Permit Number: 1107-0194 Review Comments for Contractor Page 1 As of today's date the owner listed on your application is being notified along with yourself that the referenced building permit has some issues listed in the cornments, below. Please address these issues as quickly as possible so that we are able to continue to process this permit in a timely manner. If you have any questions regarding the comments below, please call our office. PROPERTY INFORMATION 13953 CANCUN FORT PIERCE 34951 A PPL I. CA T JQN INFORMATION OINNE5 INFORMATION WYNNE BUILDING CORP 12804 SW 122ND AVE MIAMI, FL 33186-6203 Permit Number 1107-0194 Aetivity Type: New Permit Type: Building Residential (SFR) Application 'Type: Master Permit w1subs OtherActivlty: Stories 1 � W: •.^sr1�wX.M.,MMz=t' .� "�eaz ^' r., r -ta .,rt-s:ra;:_:�_cr� - ,.�.s::.c ur zi::N w.i;:_m- - Plan. f ar 2006, INTERNATION _ ate-,., :....:: :....:.L . SIDENTTA CODE Naluaiion:: % a j.': ANi1"T'QV(l_FQMTT V T)WFT,T,TNGS:•.. ,. ... , __.....�... .. _ .... CORRECTION LIST Code No. DESCRIPTION Section - : A tyXl-7 �Gu,tGLL��� P��cFI P��ufS/urns /-on RfftA^�c�0 f N . ^ kA6A P M o` C' R�/� 7 /� �'!, 7' 2 ' A/ w 1 /Z kf " f1 7 s /%� 1'i(.c 0 C Id L /—& � f U� f-17 s�I Ufa :✓ r' A� f/- 3-LA3 r�fL f��G4P�r � r rc 1� flu 01/07 No, DESCRIPTION Code Section -2- -- _ _..__.. .... 11111.c —, -i 'Ile msLawmon must ue coofuI—o BUILDING PLANNING (Chapter' LOCAL DESIGN CRITERI),_ .o)le R301.2(1) unless noted otherwise) Floor live load (Table R301, 5) /-/ 5 Roof live load (Table R301.6) 3 7 Ground snow load // f 0 Weathering a• P 4 C L f'-rr d C 4—` Frost line depth A_L4 psf Termite area Yf Iq Y— psf Decay area /t/ 7#0 psf Basic wind speed l Lf D mph Wind exposure category (R301.2.1.4) G High wind design criteria applicable .(R301.2.1.1) 1' 5 Seismic design category (SDC) [Figure R301.2(2)] �y I SDC C&D provisions (R301.2.2) N �� ROOM PLANNING REQUIREMENTS Winter design temperature �' 2 Ice barrier underlayment required /t, Flood hazards `11,4 EXTERIOR WALL LOCATION (R302) 11 dVIA 1-hour rating for exterior walls located less than 5 feet from lot line (R302.1, Table R302.1) Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) ft� Width ceilin ceilin li ht rvarurai venmauun 120 7'-0" 7'-0" 5'-0" 8%floor area 4% floor area 70 7'-0" T-0" 5'-0" 8% floor area 4% floor area NBatfiroom N.A. N.A. T-0" 5'-0" 8% floor area 4% floor area 70 T-0" 7'-0" 5'-0" 8% floor area 4% floor area N.A. N.A 7'-0" 5'-0"t 3 square feet 1�/Z square feet . See Sections R303.1 8 R303.3 for mechanical ventilation and artificial light t 6 -A" min. over plumbing Fixtures. C*" Required heating (R303.8) SANITgTION (R306 and R307) Water closet Lavatory - Tub or shower Kitchen area with sink Sanitary sewer (Chapter 30) v Floor surface noncombustible; sloped floor (R309.3) Carport: open two sides; noncombustible floors; sloped floor (R309.4) EGRESS R310 . R312) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 24" net clear height, 20" net clear width; maximum sill height= 44" (R310.1- R310.1.4) IL// /4 Private disposal (Appendix 1) Iry 114 Window wells (R3t0.2) GLAZING (R308) Nr r/'9 Exit balconies (R311.2.1) r 1-51 Identification (R308.1) &, Exit access or hallway >_ 3' (R3f1.3) AV 0 Louvered windows or jalousies (R308.2) � One exit from each dwelling unit (R31 f.4.1) Human impact Ioadslhazandiius10Cations--- � Exif-deem (TO" x 634- R311421) l �"y,,P (R308.3/R308.4) ll;.� Landings for doors (R311.4.3) 1�l✓ Skylights and sloped glazing (R308.6) iP Stairways; minimum width = 3'0"; maximum GARAGES AND CARPORTS (R309) stair rise = 7314"; minimum tread =10" with 3/4"-11/4" nosing; minimum headroom = 618" d/ No opening between garage and sleeping (R311.5} room (R309.1) /V Iq Landings for stairways; minimum dimension Opening protection (garage to residence); 36"(R311.5.4) _ 131a" solid. wood doors, 20-minute fire -rated IVIP Special stairways (R311.5.8) N �� doors (R309.1) Ramp slope (1:12 maximum) (R311.6) Penetrations (R309.1.1, R309.1.2) �.- Ramp landing, minimum 3' x 3' (R311.64 Garage -dwelling separation;'/Z" gypsum board on garage side, except 5/®" Type X re- j p Ramp handrails; one required if slope > 1:12 (R3i1,6.3) quired below habitable rooms (R309.2) -3- CUMMO J (C:UnC ❑.) Under stair prate - - (R311.2.2) DWELLING UNIT SEPARATION (R317) Handrails; required on one side of stair, hand- rail height = 34" to 38"; Type I or Type II grip (R311.5, 6 - R311.5.6.3) IiV Stairway illumination (R303.6, R311.5.7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor suifaces 5 30" above floor; 34"-36" minimum guard height (R312.1) Opening limitations (R312.2) Two-1 dwellings; 1-hour fire-resislance rating pJ17.1) Supporting construction (13317.1.1) Townhouse: 2 hour exception (R317.2) Continuity (R317.2.1) Townhouse parapet (R317.2.2) Townhouse structural independence (R317.2.4) Rated penetrations (R317.3) SMOKE ALARMS (R313) MOISTURE VAPOR RETARDERS (13318) Location and interconnection (R313.2) Required (R3M.1) Power source (R313.3) DECAY AND TERMITE AREAS (R319 and R320) y Proteclion required (Table R301.2(1), R319.1, 141 ')<1� Labeling (R314.2) Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) WALL AND CEILING FINISH (R315) lame spread (R315.1) Smoke -developed index (R315.2) INSULATION (R316) Flame spread (R316,1) Smoke -developed index (R316.1) Attic (R316.4) fel'J Quality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) 11 Premises identification (R321.1) ACCESS ILITY (R322) V Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) fV P-1 Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (R324.1) A//Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) �(✓ Wood foundations (R402.1) Sill plate bolting in concrete/masonry = I/," di- ameter bolts or as required for unbalanced till !/ Concrete, compressive strength (R402.2) within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table —FOOTINGS-(R�1-03) ----:-----•------- ---------------------------R�84-1(2�T,1 . Soil bearing value (R401.4, R403.1) 0y 3 "0' Footings adjacent to slopes (R403.1.7) . ooting width (seepage 5) N/ Frost protected shallow foundations (R403.3) Footing edge thickness = 6" minimum; footing FOUNDATION WALLS (R404 - R406) projection = 2" minimum, but S footing thick- ness (R403,1.1) Top reactions, support, anchor bolt spacing Footings in SDC.0 orD.(R403.1.2, R403.1.3 [Tables R404. 1(1) and R404.1(2)J and R403.1.6.1) Masonry and concrete foundation walls (R404.1.1, R404.1.2) Depth below (outside) grade =12" minimum; but below frost line except for frost protected SDC D provisions (R404.1.4) footings. (R403.1.4, R403.1.4.1 and Maximum wall height tables R404. f( i ) R403.1.4.2) R404.1(3) and Tables R404.1.1(1) - R404.1.1(5)j -4- -- - TABLE R403.1 ieu, ivi enu in wr GUNUIRL I E OR MASONRY F00TI1.' incnes) LOAD -BEARING VALUE Of . > _(psf 1,500 2,000 i 3,000 al li ht-frame construction 12 12 12 >_ 4 000 12 i5 12 17 12 12 12 12 23 N3-story veneer over li hl frame or 9-inch hollow concrete mason 12 12 12 12 21 16 12 12 32 24 16 12 6-Inch solid or full routed masonry 1-stor 16 12 12 12 2-story 29 21 14 12 3-story 42 32 21 16 For SI: 1 inch = 25.4 mm, 1 pound per square foal = 0.0479 kPa a '"'�, ;ene ininlum-fr ofia9 width is 17 inrhas, a single Whe of solid or fully grouted 12—inch nominal concrete masonry units is permilled. --- FOUNDATION WALLS (cont'd.) Maximum unbalanced fill height (Tables Protection from decay or corrosion (R407.1 and R404.1(1) - R404.1(3) and Tables R404.1,1(1) - R407.2) R404.1.1(5)j Structural requirements (R407.3) Minimum nominal. wall thickness [Tables Anchorage (R407.3) R404.1(1J - R404.1(3) and Tables R404.1.1(1� R404.1.1(5)] Wood columns (minimum 4" square) (R407.3) Reinforcement size and spacing (Tables Steel columns (minimum 3" diameter, standard R404.1.1(2) - R404.1.1(5)] weight) (R407.3) Height above finished grade (R404.1.6) UNDER -FLOOR SPACE (R408) Sill plate size (R404.3) Ventilation (R408,1 and R408.2) insulating concrete forms (ICF) (R404.4) Drains required if habitable or usable spaces are below grade* (R405) Soil class (Table R405.1) Dampproofing if basements are below grade" (R406.1) Unvented crawl space (R408.3) Access (R408,4) . Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) Waterproofing if high water table* (R406.2) If uninhabitable, see under -floor space (R408) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) B-earing (1-5" mml i; 3"-O- masonfy or concrete) and lapped joists (311) Species and grade (R502.1) (R502.6, R502.6.1) Joists — Sleepin areas, LL = 30 psf Lateral restraint and bridging (R502.7, [Table R502.3.1(7)] R502.7.1) Joists — Nonsleepping areas, LL = 40 psf f Drilling and notching (R502.8) -7— [Table R502.3.1(2)] Cantilevered joists [Tables R502.3.3(1) and Fastening (R502.9) R502.3.3(2)) Framing of openings (R502.10) Girder spans and header sppans for exterior Wood trusses (k502.11) bearing walls [Table R502.5(1)] — Girder spans and header spans for interior Draftstopping (R502.12) bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) -5- LUMBER FLOOR SHEATHING (R503.1) Allowable span (TE t503,1) End joints (R503,1.1) STEEL FLOOR FRAMING (R505) Cold-fo', steel; applicability limits; in -line framing ftt-005.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Structural framing (R505.2) Grade (R503.2.1) Material (R505.2.1) Thickness (R503.2.1) Identification (R505.2.2) AqyAllowable spans (Tables R503.2,1.1(1) and Corrosion protection (R505.2.3) R503.2.1,1(2)) Fastening (R505.2,4) Installation [Table 602.3(f)] PARTICLEBOARD UNDERLAYMENT (R503.3) G Grade (R503.3.1) Thickness (R503.3.2) TREATED -WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 3/4" gravel or'/," crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) Floor construction (R505.3) C?NC ��// TE FLOORS (ON GROUND) (13506). th Thickness. 3 /z minimum; Concrete strength _,-(R506.1) fill = 8"; maximum sand or gravel fiff = 24" � �(R506.2.1) 'a Base course: 4" graded with 2" maximum �ggregate (R506.2.2) C/ Vapor retarder (R506.2.3) WALL CONSTRUCTION (Chapter 6) GENE'RALL 601) _� � esign (R601.2) Com Component and cladding wind loads [Table P 9 �D1-2(2)] Windows in windborne debris regions (R301.2.1.2) WOOD CONSTRUCTION (13602) a` Construction [Figures R602,3(1) and R602.3(2)] Fireblocking (R602.8) XI f A Cripple walls (R602.9) Wall bracing method (R602.10. f and /R602.10.3) / Wall bracing amount and location (Table R602.10.1) Wall bracing length (R602.10.4) A (1-P- SDC D (R602,10.9, R602.10.If and R602.11) LJq�J STEEL WALL FRAMING (R603) - -- — Stud-gFade- R6021.2)_- -----...-----._.._..._..- - -- -- ---- GeneraF fR603-1 /V Exterior walls (R602.3) KA Stud spacing (R602.3.1) / " %Av Interior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at24" O.C. or 2" x 4" flat at 16" o.c. (R602.5) / PZ,pp Drilling and notching — studs (R602.6) =v f `' Drilling and notching —top plate (R602.6.1) fl f ' Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.21 -6- Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603,2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) SHEATHING (R604 and R605) _ Wood structural (R604) Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) _ General design (R606) SDC C and D (R606.12) Unit masonry (R607) Al /% Multiple wythe masonry (R608) L/ Grouted masonry (R609) Nfr Glass unit masonry (R610) INSULATING CONCRETE FORM WALL CONSTRUCTION' 1) General design (R611.1 and R01.2) Type of ICF wall design (R611.3 - R611.5) Construction requirements (R61i.7- R611.9) CONVENTIONAL CONCRETE WALL CONSTRUCTION (�2612) �~ Design basis (R612.1) WINDOWS & DOORS (R613) f f/ General; window sills; performance; testing and labeling (R6i3.1- R613.4) WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) �Wood shakes and shingles (R703.5) � try ---------- Plaster material (R702.2) /" ---- Stone 8 masonry veneer (R703.7 & Figure laster support (R702.2.1) r R703.7); Steel angle lintels-4" minimum bear - Gypsum board material (FR702.3.1) ing each end (R703.7.3) r �' U.S. Gypsum board support, application and fas- Veneer Pies: #9 U.S, gage wire or#22 tening .(R702.3.2 - R702.3.8) gage by 'I." corrugated metal; 24" o.c. maxi mum mum horizontal spacing; 2.67 square feet ceramic the ( ) maximum area supported (wind > 30 psf and SDC C or D, maximum area = 2 square feet) r ({13 Other finishes (R702.5 and R702.6) (R703.7.4.1) - EXTERIOR WALL COVERING (R703) Flashing (R703.7.5 and R703.6) Water -resistive barrier (R703.2) Exterior insulation finish systems (R703.9) Wood siding (R703.3) �`�- Fiber cement siding (R703.10) Attachment and minimum thickness (Table R703.4) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERAL (R801) Design (R801.2 and R801.3) Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) Fire -retardant -treated wood (R802.1a 4 / Framing details (R802.'4, 1 N (X Rafter tie W o.c.) (R802,3.1) N1A Collar ties (4' o.c., in upper third of attic) (R602.3.1) /1/ (� Lateral support and bridging (R802.8) w U _ Framing of openings (R802.9) Wood trusses (R802. L..6. --Z Roof tie -down (R802.' Z . 9 CEILING JOISTS [Tables 13802.4(1), R802.4(2)]��- ----- With attic storage LL = 20psf ,�✓ Spacing l/ Species Grade /L/6' Purlins (_2" x 4" at 4' o,c. minimum) . i��7.2-� Span (Figure Size f n' f Bearing (R802.- I A- j Cutting and notching (R802 : 1. 6 Engineered wood products (R602.1. 6 -7- ---- - - - --• RAFTERS [Tables R802.5.1,� ;802.5.1(8)j Ground snow IoadlLL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing Species Grade Span Size Hc;/HR; Adjustment factor �P,-->_ GG de Thickness N!' TW allowable stresses/grading Allowable spans [Table R503.2.1.1(1)] 803 Installation (R803.2.3) STEEL ROOF FRA '3 (R804) General (R804. i) Structural framing (R804.2) Material (R804.2.1) dentification (R804.2.2) Corrosionprotection (R804.2.3) Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) Ventifation requirements (R806.1, R806.2, ATTIC AC S (11807) Access requirements (807.1) INSULATION CLEARANCE (R808) Insulation requirements (R806.3, R808.1) ROOF ASSEMBLIES (Chapter 9) ROOF CL SIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) Flashing (R903.2) Coping (R903.3) AL f,1' Roof drainage (R903.4) MATERIALS R904) Compatibility; specifications; physical characteristics;-Wentifi_cation_(R904.2- R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) AIM Wood shingles (R905.7) Ax(,'4' Wood shakes (R905.8) ��It-up roofs (R905.9) C�/ Metal roof panels (R905.10) Modified bitumen roofing (R905.11) Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) /���2�� Sprayed polyurethane foam roofing (R905.14) // I Jf..:.- Liquid•applied coatings (R905.15) RX�Iseneral LATION (R906) (R906.1) REROOFING (R907) Clay and concrete tile (R905.3) Materials and methods (R907.1) Metal roof shingles (R905.4) Structural support (R907.2) Mineral -surfaced roll roofing (R905.5) Recover vs replace (R907.3) Slate and slate -type shingles (R905.6) -8- -- ---- - vi iu���r►. k a HIVU r-.1Mt:VLAI;tb t.L napiel !'1 MASONRY FIREPLACES (RI ., Spark arreoO`i' R1003-9. i) Construction (Figure R1001.1 and Table R 1001.1) SDC D rein forcinglanchorage (R1001.3 and Wall thickness; >_ 4" (Ri003.10) Flue lining - material/installation (R1003, i1 and R 1003.12) R1001.4) Multiple flues (R1003.13) Firebox walls and dimensions (Ri001.5 and Flue area (appliance) (R1003.14) Ri001.6) Flue area (masonry fireplace) (Ri003.15) Steel fireplace units (Ri001.5.1) Inlet (R1003.16) Lintel (noncombustible) (R1001.7) Cleanout opening (R1003.17) G Hearth extension material (R1001.9) Chimney clearance (R1003.18) Hearth extension (Ri001.10) Fireblocking (R1003,19) Fireplace clearance (R1001.11) mi-onpy crickets 01003.20) Mantel and trim (Ri00i.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table Ri001.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (R1003.5) ,�� Changes in dimension (R1003.6) Y / _: - Additional load (R1003.8) Termination (R1003.9) FACTORY -BUILT FIREPLACES (R1004) Labeled and listed (R1004.1) Installation (R1004.2) FACTORY -BUILT CHIMNEYS (131005) Listed and labeled (Ri005.1) Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) /?__ Intake size (R1006.2) ENERGY EFFICIENCY' (Chapter 11) Compliance; material and equipment � Building envelope (N1102) /` (N1101.2, N1101.3) _ Mechanical systems (N1103) C/ Climate zone (Table N1101.2) 'See energy conservation plan review record MECHANICAL (Chapters 12-23) Appliance labeling (M1302, M1303) f _f Appliance access (M1305, M1401) AA pliance installation (M1307) c/ Heating and cooling equipment; heating .and cooling load calculations (Chapter 14) // Exhaust systems (Chapter 15) Duct systems (Chapter 16) I /7 Combustion air (Chapter 17) Lq Chimney and vent location and terminations (Chapter 10 and Chapter 18) /C/ % peciai fuel -burning equipment (Chapter 19) �oilerslwaterheaters (Chapter20) Hydranic piping (Chapter 21) /11(,4 Special piping and storage systems (Chapter 22) Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R317.3) Pipe s - _ (G2413) Application (G241 General regulations (G2404) Appliance tocation (G2406) Air requirements (G2407) fi Installation (G2408) . Clearances (G2409) Electrical and electrical bonding (G2410, G2411) Water service location and depth "' 5J Sanitary and storm sewer location and depth (P2603, P2604) Piping support (Table P2605.1) Piping materials (G2414) Piping installation (G2415 and G2419) Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425 - G2428) Misc appliances (G2423, G2429 - G2453) Drain, waste and vent pipe sizing and riser di- agram (P3004, P3005, Chapter 31) Sumps and ejectors (P3007) w f Listed plastic materials (P2608) kBackwater valves (P3008) % Plumbing fixtures (Chapter 27) Fixture traps (P3201) C'/ Water heater size and location (Chapter 28) Nib Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) Penetrations of fire -resistance rated assem- blies (E3302.2) Listed and labeled materials (E3303) Service equipment and location (E3501, 3506) i/ Service size and load calculations (E3502) Available fault current (E3506) t` System grounding (E3507). -��--Require�b�anch Z-Feeder requirements and load calculations (E3604) % vy iring methods (Chapter 37) e Required lighting and receptacle outlets - (E3601, E3803) P- �'o Devices and lighting fixtures (Chapter39) 'W i %o Appliance installation (Chapter40) IV A Swimming pools (Chapter 41) rPmnte-control signaling and power -lim- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) f / `1 0 Provisions adopted (R102.5) z " Compliance with Appendix E verified RADON CONTROL MEASURES (Appendix F) Provisions adopted (R102.5)� Compliance with Appendix F verified -10- Provisions adopte ',102.5) Compli with Appendix G verified PATIO COVERS (Appendix H) Provisio adopted (R102.5) Compliance with Appendii verified PRIVATE SEWAGE DISPOSAL (A ndi hP ovision adopted ( 0 .5) C iance w' Appe ix erified EX TI G BUILDINGS AND STR, TURES (Appendix J) 1. Imip.tq _Cpmahaace with Appendix J verified SOUND TRANSMISSION (Appendix K) Provisions. adopted (R102.5) Compliance with Appendix K verified NOTES -11- Ec St. Lucie County Building -&a Zoning 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne Building Corporation. will be using the following sub -contractors for the (Company/Individual Name) r1-1 project located at (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' S & W Electric, Inc. 2045 ER0009416 Plumbing Lind uist . Plumbinq & Supply Co. 19150 CFC057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing & 2(;6n7 Waternroofincr, LLC CCCI :3 2 g 5 g Gas PERMIT I �1 �� () IqL I ISSUE DATE: NUMBER: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION . ; BUILDING PERMIT. SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: / 2 o z-1,S State of Florida Certification Number (tfapplicable): have agreed to be the (Company Name/Individual Name) sub -contractor for � (Type of Trade) (Primar Contractor) for the project located at�,�j��� �QnG�d (Project Street Address or Property Tax ID #i) 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 personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) --47 SIGNATURE PRINT NAME DATE Business Name: 2�,jf, zz Address: C5 6 % City/State/Zip: / % - 6? i nz c % Phone: % -% 2 -�G/� 7 , l email: OFFICE USE ONLY: PERMIT # ISSUE DATE n�� Gy ST. LUCIE COUNTY PUBLIC WORKS � � BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19150 State of Florida Certification Number ([£ applicable): C F C 0 5 7 6 7 2 Lindquist Plumbing & Supply Co. have agreed to be the (Company Name/Individual Name) Plumbing sub-contractorfor Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at �R`7 (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 personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATLIRES ARE REQUIRED Robert A. Case \ I NATURE PRINT NAME DATE Business Name: Lindquist Plumbing & Supply Co. Address: 3231 Oleander Ave. City/State/Zip: Fort Pierce, FL 34982 Phone: 7 7 2— 4 61-19 6 9 email: OFFICE USE'ONLY: PERMIT # ISSUE DATE �� Gy ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT �ORIO BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: tit gg State of Florida Certification Number (If applicable): C A C O 7 4 3 7 9 Comfort control of St Lucie County. Inc have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (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 personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE IZEOUIRED Barry Zimmerman 6v�, G PRINT NAME DAT Business e: Comfort Control of St. Lucie County, Inc. Address: a S01 Ri 1 tmnLP Sfreef City/State/Zip: Port St_ T,ucicn, FT._ 34983 Phone: -( 7 7 .) 7 8 S— 9 (11 (1 email: OFFICE USE ONLY: PERMIT # ISSUE DATE G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26607 State of Florida Certification Number (If applicable): CCC 1 3 2 9 5 9 2 Treasure Coast Roof ing- -& Waterproof ihcg, LLC have agreed to be the (Company Name/Individual Name) Rnof i na sub -contractor for Wynne Buildinq Corp. (Type of Trade) (Primary Contractor) for the project located at Jac (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 personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Andrew Kriska IGNATURE PRINT NAME DATE Business Name: Treasure Coast Roofing & Waterproofinq, LLC Address: City/State/Zip: Phone: (77 ,) 343-8303 email: 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 I, the undersigned, am the owner of the following described property: \-jR cs�s #1306-111-0001-00010; 617 -14 39 all that part lying (Tax ID/Legal description/Address) northeasterly of I-95 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 my property which will not adversely affect the immediate community. Matthew Lyle Wynne � `\� Property Owner Name Property'®wnerrSlgnature Date STATE OF FLORIDA, COUNTY OF St. L u c i e ACKNOWLEDGED BEFORE ME THIS / V DAY OF u L 20— (, BY Matthew L)z 1 Q Wynn p WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. , // I�o y i¢nynj W/*'Cnjc SIGNATURE OF ARY TYPE OR PRINT NAME OF NOTARY NOTARY PUBLIC TITLE COMMISSI pOROTHY ANN HAFNER �`ar au'., oioy °��-; Notary Public -State of Florida My 41 comm. Expires Oct 2, 2012 =;.* `oe commission # DD 827096 ° Bonded Through National Notary Assn. Property Appraiser - Stlucie Count: ' :L q Page 1 of 1 Wynne Building Corp Record: 1 of 7 Property Identification Site Address: 6487 SPANISH LAKES BV Sec/Town/Range: 06 :34S :39E Map ID: 13/06N Zoning: PUD Ownership and Mailing Owner: Wynne Building Corp Address: 12804 SW 122nd Ave Miami FL 33186-6203 Sales Information Date Price Code Deed 5/1/1986 1315000 02 CV 1/1/1984 674200 02 CV p�n9rd SioT'89.. 11 10 PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print ParcellD: 1306-111-0001-000-0 Gy Account#: 4031 <, Land Use: PRKG/MOBILE City/Cnty: St Lucie County' Legal Description 06/07 34 39 ALL THAT PART LYG NELY OF 1-95-LESS SPANISH LAKES FAIRWAYS (PB 35-5) AND LESS THAT PART More... Assessment 2010 Final Total Land and Building Book/Page 2010 Final: 22850000 Land Value: 8092500 Acres: 329.43 0502 / 0947 Assessed: 22850000 Building Value: 14757500 0422 / 2136 Ag.Credit: 0 Finished Area: 25655 SgFt Exempt: Taxable: Taxes: 474919.03 BUILDING INFORMATION Exterior Features View: - RoofCover: - RoofStruct: - ExtType: MHPK - MH Parks YearBlt: 1990 Frame: - Grade: Y_C - Commer C EffYrBlt: 1990 PrimeWall: - StoryHght: 0010 -1 Story No.Units: 1071 SecWall: - Interior Features BedRooms: 1477 Electric: - PrmintWall: - FullBath: 0 HeatType: - AvgHt/FI: 1/213ath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth CSAV - COM POOL AVG Y 1 2720 AV AV 1990 1 2800-PRKG/MOBILE 191 -Site 1071 PA01 - POOL DK-AVG Y 1 6324 AV AV 1990 ASP2 - ASP2 LOW Y 1 544000 AV AV 1990 t CNC2 - CONCRETE LOW Y 1 25752 AV AV 1990 CURB - CEMENT CURB Y 1 700 AV AV 1990 FEN1 - CHAINLINK 10 Y 1 343 AV AV 1990 FEN4 - CHAINLINK4' Y 1 95 AV AV 1990 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. htip://www.paslc.org/prc.asp?prelid=130611100010000 7/15/2011 Professional Insulators of South Florida FTC Insulation Installation Certificate To: E13953 ucie Count Date: March 20, 2012 Re: 0194 Lot/Block: Address: Cancun Ave Project: The undersigned herebv certifies that insulation has been installed in the above described DroDerty as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rocic Wool Blankets Density: X Aluminum Foil R-Value: R-4.1 Rigid Board Polystyrene Other Exterior (frame walls) have been insulated with: Spray -on Cellulose Thickness in inches: lFiberglass Blankets Niarufacturer: jRo.ck Wool Blanlcets Density: Aluminum Foil R-Value: Polyurethane Other 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: 10.25" Fiberglass Blankets Manufacturer: Owens Corning lRockWool Blankets Density: X Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Other Ceilings (Vaulted/Cathedral) insulated with: IFiberglass Blankets Thickness in inches: lFiberglass Loose Fill Manufacturer: lRock Wool Density: X Fiberglass Blown R-Value: Cellulose Loose ill Other 3. Interior kneewalls have been insulated with: lFiberglass BlanW ets Thickness in inches: lRock Wool Manufacturer: Polyurethane Density: Spray -or. Cellulose R-Value: Other 4. Garage partition walls of A/C living area have been insulated with: Rock Wool Blan Gets Thickness in inches: 9 1/2" X Fiberglass Bla I -A Manufacturer: Fibertech Spray -on Cellul se -- Density: Polyurethane Aft- R-Value: R-30 Other 5. The following have been insulated: CBC1254039 Competency # WYNNE BUILDING CORP Professional Insulators of South Florida, Inc. General Contract/Builder Insulation Contractor BY: Florida Materials Inc.conTinEnT 13450 W. Sunrise Blvd., Suite 430 y Sunrise, FL 33323 Tel: (954) 858-0780 i�l E I D E L B E RG C E M E N T G CAUTION I I Freshly mixed cement, mortar, UNLOADING Drivers are prohibited ro u p concrete or grout may cause skin injury. Avoid from delivering concrete except under the contact with eyes where possible and wash truck's own power, and where site conditions exposed skin promptly with water. any the safe and proper opration of his cement mixtures et into eyes, rinse immediately s get i equipt equipment. ment. Drivers are not permitted to V 1 �� and repeatedly with water and get prompt medical add water to the mix nor to go beyond the {t 3 = treatment. Sawing, or grinding of concrete curb line, except upon the authorization of ` masonry units may result in the release of dust the Purchase0purchaser's Agent and his eIL'/K iY G L Z particles which, without the use of proper eye or acceptance of risk for any loss or damage. FG 0 T PJ,ERl:, f,6!'p t lbi'•I?a;LTF f3t- ANT respiratory protection, could cause eye or nose I acknowledge that I have received and �.- ;- "�' r' alwL t'f iHI� irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. the products sold by Continental Florida I understand and agree to the terms on Curb lin�'c'rnssbd-at Purclia'�er/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent ,r / — t TOTAL Initials.of Purchaser/Purchaser's Agent acknowledging.adyiitior�f v ater PurcFi�efldre('aser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. RRIVAL TIME START POUR TIME, FINISH POUR TIME LEAVE JOB TIME PURCHASER/PURCHASERSAGENT P.O. NUMBER/ORDERED BY SOLD T03> afi99 FAX 1a;� P1 1-1 - I?Li�irt;S:S' I•#Cli...l_� f�l]l�!t:r?r•dl:: QUANTITY QUANTITY QUANTITY PRODUCT THIS LOAD ORDERED DELIVERED CODE ,i3. •ry r c 3. yr. Truck # Plant # Calcium Air Entrain �.'.�P) 1 rHt- wttrlr_'.� .. . ''txxi• +'�h Slump Due at Job 10 9 8 7 6 6 4 3 S 1 PURCHASER/ PURCHASER'S AGENT ZONE JOB NUMBER TIMETICKETED DELIVER TO PRODUCT DESCRIPTION sa_r,_rt DATE TICKET oncrete Disposal: yds UNIT OF UNIT EXTENDED MEASURE PRICE PRICE. f-iEC z E1 V 08 2012 Use tdf'ConcreW" Super Plas. Drivers Name r.y ❑ CONCRETE TESTED M Ti0,14, TAX TOTAL Delivery Instructions 1. WARRANTY: The materials sold by Continental P Materials Inc. (hereinafter "Continental") are warranted f Dar from the date of delivery to be fK e from defects in material. This warranty is exclusive and is in lieu of all other warranties (whether written, oral or implied), includir,y u..y warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages. loss of profits, or any other darnages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and?or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic to:..; • as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tedious conduct or s., —tnry violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and f .: aser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wafjes, indirect, incidental, consequential, compc:,-, tory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar darnageo, or any ol'•,rney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agrc,:.,Ient, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3. DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4...C..OLLE..CTRON _CO.S..TS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, fc- bankruptcy arid for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Sroward County, Florida. 5. MIX COQEn-9CATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for tha readymix concrete. 6. DEi LIVER Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDFD . ELIVFRY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss cr damage to products, property or fc•r unsigned delivery tickets, 6. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to'plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is ableto deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agroed to be sold id the same terms of payment. 9. Q.UANTI7l.E5: This type and quantify of products delivered and detailed on the delrveryticket-must"be checked by the buyer at'the time of delivery for corn ;liance,with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the deliveryticket signed b j the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity e' products listed on the Continental delivery ticket. 10,MI_NIMUM. LOAD_CHFlRGE; All prices quoted are based on loads of not less than five yards. There will be a short toad charge on each delivery, less than five yards. gne: call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without tier: approval of an authorized agent of Continental) has added or requested Continental to add any water. admixture or additive or where the Purchaser has inishandled the concrete after delivery. 14.TECHNICALASSl5TANCE...: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and ,ssistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY _DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OFTFRM, : No employee or agent of Continental has the authority, in the absence of an express writi,�g, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the germs herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and. if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. 15-APR-2012 23:25 FROM:SOUTH MP5T uaf u-tr Gv14 1.9; CM f f Ly, 444 7723446042 bLCJ 1 T^ �,4626443 P.1/1 PACE 01101 ItRAve Fort Piar+oa FL 34902 772-442-3172 !fix 77246W ATE OF TERMITE RUCTION SOIL. TR PERMIT # 1/,4 7 — 309 ADDRESS: 13 BUILDER/CONTRACTOR: ' PEST CONTROL. COMA MR.- f REST CONTROL- LICENSE*,- 4 We, the urxlamWted, hereby aer" d-at wee have pmvested tN at�i subtwmwn tcrmus in e000rda''nm wtth the standards of the Nebo square tit if area tested: tsemf uwq- Perontage of solution: ' �' � Dada of T1reaftent: Fbaidag --la -Fi mwiwt —Re-Treat DrtVe my ---.;I Treatrnent �� aTt�at 119 Trge tent —.,. .Re -Treat TOW gallons use Time of Tram .—ito �P®rtm naft- 7?mn mice tv a =M*ad 1�m Aramch mWhW &wftantc ift to ba ~ ip by tM hp=Wk &W afwde ar fB fe dMvpd !I rm 7.15 Cblmes awbepai wed to n i as aacrr ►apul�+ p��'9 a achyhwmac p floe a� wear da andar�adarraavy� Ce, to aw ertbmw offt 4*t"W', &m ar �l end p�err,:t�ttonwrrErae , a ,.,mn 1wcf �rvtec�GA�rbe+eAna�t: Jlt�t,saNahGarr�ar�attiva+�artarmA�pr� St Ludy rroarlty m quk" fbr tine final In on for G0, a Pa desObed o 4 Pest Control ,m pKe�f ;�ra atment tat atment at r�nat on Exterminftr ?norm` arrd M& form drApocmn w,iZl1�+I on br the ad lhem am4lumlow ►",E w r r r pig board �roEe�a brr�errt Mn�a�rl, tW adfr ft pLtrd �br�iart air z6sh a rrY,ta d rat1PiaN bie�tr�+errt shad 4 PR 17 2012 r i REQUEST FOR 30 D" TEMPORARY POWER RELEASE DATE' St. Lucie PERMIT (NUMBER: PROPERTY ADDRESS: County (";omm. Devel. Dept. Code ( ;ompliance Division 2:00 Virginia Avenue Fort Pierce, FL 34982-5652 Ph. (561) 462- 2165 1-ax (561) 462-1735 , THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTf=,ICAL, POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOTTO EX'EED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPM ENT IN PREPARA- TION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THIS REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLDWS: 1. This temporary power release is requested for the above st<.,ted 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 Testing" have been €ulf fled and the premises is ready for compliance inspection. We hereby release and agree to hold harmless, St. Lucie County, and their employees from all liabilities and claims of any type or nature which may arise now or in the future out of this transaction, including any damages which may be in,,.urred due to the disconnection of electrical power in the event of violation of this agreement. �bS I L- -�34nnlTR—�34nnlonental Florida Materials Inc. W. Sunrise Blvd., Suite 430 1 4 `} Sunrise, FL 33323 — Y unr��hA'yCll �71 NtYP1A IlNtlll rAl�n�l AA 1" I rltl 4tIA1 Al,rl;l Tel: 954 858-0780 l C','',�� .i t A i I � # u j( , � ) II y CAUTION.. Freshly mixed cement, mortar, UNLOADING Drivers are prohibited !�� . ,e:`BRG��►3a !!,M�6NITGroup concrete or grout may cause skin injury. Avoid from delivering concrete except under the Z `$ 3 3 e ' contact with eyes where possible and wash truck's own power, and where site conditions 1 ZAL, a 7� y exposed skin areas promptly with water. If any cement mixtures into eyes, rinse immediately permit the safe and proper operation of his equipment. Drivers are not to �f� f 1 }t; P C i k' F CGlG1-'.t' 1,1.E kl-_W, H get and repeatedly with water and get prompt medical permitted add water to the mix nor to go beyond the treatment. Sawing, or grinding of concrete curb line, except upon the authorization of GE i_ V I 1 ? I:, kft masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his particles which, without the use of proper eye or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose 1 acknowledge that I have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. j the products sold by Continental Florida / understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. (,( a SAGENT I P.O. NUMBER'/ORDERED BY SOLD�TO,I, ,�t, 1�q� .":; r;t~+t 10 SAGENT I P.O. NUMBER'/ORDERED BY SOLD�TO,I, ,�t, 1�q� .":; r;t~+t 10 6 6 4 3 S PURCHASER/ PURCHASER'S AGENT ZONE I JOB NUMBER I TIMETICKEfED I .( A... /" DATE` 11 DELIVER TOf:i=�1'h:,1 is= I C�Ft I'^:i i- i;+_ t: QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION THIS10AO ORDERED) DELIVERED CODE;,#r?', 5 (h •f I.irf -L TrugRK9,, t ty Plant #°, !Slump Due at Job Use of Concrete i=tl;ltil=;";t3 I Crl"76'1;�'i Calcium Air Entrain Super Plas. Drivers Name ❑ CONCRETE TESTED Concrete Disposal: UNIT OF UNIT MEASURE PRICE SUBTOTAL TAX TOTAL i, �!? °i•TICKET EXTENDED PRICE yds Delivery Instructions ... .. CUSTOMER 1. WAR_.R_A...NTY: The materials sold by Co tal Florida Materials Inc. (hereinafter "Continental") are w ed for 1 year from the date of delivery to be free from defects in material. This warranty is exclusive and is in rieu of all other warranties (whether written, oral or implied), including any warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser, must examine the material upon delivery and before installation to discover any defects. latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages. loss of profits, or any other damages arising out of the breach of any obligations underthis agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other todious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3. DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. COL.L..ECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5, MIX CODELLOCA..T1ONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DEtVERY SITE: More dolivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order; the Purchaser shall accent such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the wholeof ttfe order agreed to be sold and the same terms of payment. l 9. QUANT..i.TIE.S: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10 MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5,00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and biocK is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery, 14.TECHNICALASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY D9TA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OFTERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person lies authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein, If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish maerials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and. if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. conTmEnTRL �_- inental Florida Materials,lnc. �` �`3,727274 � � 0 W. Sunrise Blvd., Suite 430 1 f Sunrise, FL 33323 Tel: (954) 858-0780 i-I E I D E L B E RG C E M E N T G CAUTION! I Freshly mixed cement, mortar, UNLOADING Drivers are prohibited ro u p concrete or grout may cause skin injury. Avoid from delivering concrete except under the �Ij 11 99 j���SS (PP jJJ (jjyP t ` contact with eyes where possible and wash truck's own power, and where site conditions lliiGUIi9� I{1j (��(''((1jB Il�f�!UiL'4b pp exposed skin areas promptly with water. If any permit the safe and proper operation of his cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to 110 7 - Q. L and repeatedly with water and get prompt medical treatment. Sawing, or grinding of concrete add water to the mix nor to go beyond the curb line, except upon the authorization of masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his l d:1) C,331 f1-- HE:1 E• jA1, C4N i' particles which, without the use of proper eye of acceptance of risk for any loss or damage. h / a'C! t11, V i 1 .f. ;t! Ioat respiratory protection, could cause eye or nose I acknowledge that I have'received and t . « "-4f64-- irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. = the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. bath the front and back of this ticket. Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's. YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. SOLD TO l f�' N.Y--' ° HPil.L IS C;l_II'IGRF' i ¢. QUANTITY QUANTITY QUANTITY THIS LOAD ORDERED DELIVERED i 01, 00 ref 1.. ui+10 e';,I t M1, - l.tcl. 0I `) 46.+, -6fj 00 Truck # Calciu+� m � 10 9 8 7 6 5 4 3 2 1 PURCHASER/ , PURCHASER'S AGENT < f- ' SAGENT P.O. NUMBER/ORDERED BY ZONE JOB NUMBER TIMETICKETED DATE DELIVER TO P i I• E iCE i �q <3 Concrete Disposal: PRODUCT PRODUCT DESCRIPTION UNIT OF CODE MEASURE .�a'.._I,.I:•ai+ i S0 I.f}�iREOi- Plant # Slump Due at Job Use of Concrete 8t E'Obltc �Vor s UNIT PRICE Lucie oun C a _ _ y, f-a_ SUBTOTAL Air Entrain Super Plas. Drivers Name J } u TAX ❑ CONCRETE TESTED' `LtF1l uiPrlf TOTAL TICKET �r7�F�wi.t;i yds EXTENDED PRICE Delivery Instructions _ ... _. CUSTOMER 1. WARRANTY: The materials sold b� nental Florida Materials Inc. (hereinafter "Continental") a. _ _._rranted for 1 year from the date of delivery to Wfreerfrorrijefects In material. This warranty is exclusive and is in lieu of all other warranties (whether written, oral or implied), including any warranty or merchantability or fitness for any particular. purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon•aelivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLU_.SIV_E_RE.ME.4Y; Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal Injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory; special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental -for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale.to the purchaser's use of goods, materials or services sold by Continental. 3, aUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. COLLECTi._ON COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7, UNM7ENDF_D DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELI: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is' unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of O,ayment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those.shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket, 10.MINiMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION; Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled tre concrete after delivery. 14.TECHN..1_CA1ASSISTANCE: Continental accepts no responsibility for claims arising'from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.5jAFE1Y DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFl ATION OFTERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.LRMS_: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc, enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. co nTi n E nTR L I I mental Florida Materials Inc. 4 1727272 -- 0 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 Tel: (954) 858-0780 E I D E L B E RG C E M E N T G CAUTION! I Freshly mixed cement, mortar, UNLOADING Drivers are prohibited ro u p concrete or grout may cause skin injury. Avoid from delivering concrete except under the j}} contact with eyes where possible and wash truck's own power, and where site conditions �fd� INN1111I��I��fl ���� 1�1lfl ��8 �►( exposed skin areas promptly with water. If any permit the safe and proper operation of his S, 1 } 2 8 cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to y W r 0 Q f % and repeatedly with water and get prompt medical treatment. Sawing, or grinding of concrete add water to the mix nor to go beyond the curb line, except upon the authorization of masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his F 0 R T P X E.0CE (?$ , 1:CtP47RE E 14PHT particles which, .without the use of proper eye or acceptance of risk for any loss or damage. 6+77A SEa_UU ROAD respiratory protection, could cause eye or nose I acknowledge that I have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. 5151-116 72144; the products sold by Continental Florida' I understand and agree to the terms on Curb I ne crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's. YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. 1 �Zl ARRIVAL TIME.., START POUR TIME FINISH POUR TIME LEAVE JOB TIME PURCHASER/PURCHASER 5181i54. 913 SOLD TO 10 9 8 7 6 6 4 S S 1 PURCHASER/ PURCHASER'S AGENT 1 P.O. NUMBER/ ORDEREDBY ZONE JOB NUMBER TIMETICKETED w,1.a b RISP�`V ifr-0".1-E; CC1fdCRETFE QUANTITY QUANTITY QUANTITY THIS LOAD ORDERED DELIVERED li0t.'00 "rfr& tLtiJ ` 30L, 00' Truck # Plant # Slump Calcium 1 3 Air entrain 1Sbper Plas. PRODUCT CODE ;.} J 61 - i Due at Job DELIVER TO jj'���� ( R C. R0f- u sf J d .5 rJ ,5'3 Concrete Disposal: yds PRODUCT DESCRIPTION MEASURE UNIT K E PR CE D' j Use of Concrete Drivers Name ❑ CONCRETE TESTED t"11,11-11 SUBTOTAL TAX TOTAL Delivery instructions - Cl1STnMFR 1. WARRANTY: The materials sold b inental Florida Materials Inc. (hereinafter "Continental') a. _ .._rranted for 1 year from the date of delivery to be freefrdm defects in material. This warranty is exclusive aria is in lieu of all other warranties (whether written, oral or implied), including any warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3. DUE.D TE: Payment for ail credit sales is due by the 1 Oth of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Sroward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot- be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay:in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials, If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as ttie whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ton yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.E.NV001—SIM._ENTA,..L CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered. Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNIC.ALASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.5AFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATIONOE TERM,S: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or vaned to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of those terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the Nlrm of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein, y. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials lo`gr on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreemenf,or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. , tlnental Florida Materials Inc. + 1727270 ,COnTInenTRI 0 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 — H E I D E L B E RG C E M ENT Group Tel: (954) 858-0780 CAUTION!! Freshly mixed cement, mortar, UNLOADING Drivers are prohibited concrete or grout may cause skin injury. Avoid from delivering concrete except under the }U with eyes where possible and wash truck's conditions own power, and caper 9[ B{r 'U'#9y fryt 6{ 4[}i6d 1$ tU] qp CL{1 BCJJ 61k�aq Cg{piy exposed skin areas rom tl with water. If an expose wit permit the safe and proper o eration of his rmit operation 54 rH g -r cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to + Or 0 c and repeatedly with water and get prompt medical add water to the mix nor to go beyond the treatment. Sawing, or grinding of concrete curb line, except upon the authorization of masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his $ (� �t w� :,- (r� (.rllshE tr !_ - N i..Ei'l i particles which, without the use of proper eye or acceptance of risk for any loss or damage. 2,Y78 SEL.VI i 7 WAD respiratory protection, could cause eye or nose I acknowledge that I have received and 5t7l +�a'f irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. 2 F a the products sold by Continental Florida 1 understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent TOTAL YARDS ON TRUCK/GALS OF WATER ADDED ADDED Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's Agent request. �v 9 8 7 6 5 4 3 S 1 0 PURCHASER/PURCHASERSAGENT P.O. NUMBER/ORDERED BY SOLD TO #'OPPEA' HAI—(_,f COMPETE J QUANTITY QUANTITY QUANTITY THIS LOAD ORDERED DELIVERED �':�fa �[� '--�i•Z.te %,�_� ;� Sri. irit;j Truck # I Plant # I Slump CaletuM;'-04 I Air Entrain. I 'SUper Plas. PRODUCT CODE �rtirp� y r+; ts-, Due at Job PURCHASER/ PURCHASER'S AGENT ZONE JOB NUMBER I TIMETICKEIED DELIVER TO ORDE R s 39 13'1. 51 CANC(IN z FORT PIERCE T :5' 3 Concrete Disposal: yds PRODUCT DESCRIPTION UNIT OF UNIT EXTENDED MEASURE PRICE PRICE F ,f k:I- R f'--1 9P, {I_L fi t E?1 1 . 50- L.VG, (} cl HULL Use of Concrete Drivers Name ❑ CONCRETE TESTED SUBTOTAL TAX TOTAL nP_IIvP_ry .- . .. L-IUIi 1 VIvICr'1 1. WARRANTY: The materials sold by nental Florida Materials Inc. (hereinafter "Continental") ai ranted for 1 year from the date of delivery to be fre6"from defects in material. This warranty is exclusive dnu is in lieu of all other warranties (whether written, oral or implied), including any warranty or merchantability, or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the 'material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tedious conduct or statutory violation by Continental, shall be limited to; and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering,mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3. DUE_D ala: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.550 per month. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CQND.I,TIQNS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. & DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivory, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. I O.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENViRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICALASSISTA.N...CE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its bwn architects, engineers or other technical experts. 15.5AFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATLQNDF T..E....R,.MS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. 'URCHASER/PURCHASER SAGENT P.O. NUMBER/ ORDERED BY SOLD TO ' QUANTITY QUANTITY QUANTITY PRODUCT THIS LOAD ORDERED DELIVEREDCODE tie 4.%t 40., Swb t_.ittn @0 ,W,I Truck # I Plant # ^ 1, I Air Eptrain Slump Due ii at Job GGnTinenTR L � inental Florida Materials Inc. -- Truck # I Plant # ^ 1, I Air Eptrain Slump Due ii at Job GGnTinenTR L � inental Florida Materials Inc. -- 1727271 0 W. Sunrise Blvd., Suite 430 d Sunrise, FL 33323 — - HEIbELBERGCEMENTGroup Tel: (954) 858-0780 CAUTION!! Freshly mixed cement, mortar, UNLOADING Drivers are prohibited concrete or grout may cause skin injury. Avoid from delivering concrete except under the with eyes where possible and wash conditions own power, and weer {�iiu'I {jEi jl`j} ItJI wit exposed skin areas rom tl with water. If an expose operation his permit the safe and proper o eration of his Wank' of IiJj (jJj Cd IJ( �• r Ijf;1,ld G^ `I } P cement.mixtures get into eyes, rinse immediately medical equipment. Drivers are not permitted to add water to the mix nor to beyond the r'S' f �+ C/ and repeatedly with water and get prompt go f treatment. Sawing, or grinding of concrete curb line, except upon the authorization of masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his �-} �• t' OR P 1I :lY.F4E f 6) t.ilLAC RV- T E PL AiA ! particles which, without the use of proper eye or acceptance of risk for any loss or damage. r r • ,respiratory ,:r ! r F� i��L.l Al l ! 1 ! 1��.-ti-i{.� � protection, could cause eye or nose P rY P Y I acknowledge that / have received and 9 irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. 5( A • 464-- i c,`f 4 the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent g TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. 10�; 9 67 6 5 1. F 4 PURCHASER/ /' � - � 1 PURCHASER'S AGENT JOBNUMBER ' .TIMETICKETED_ ZONE .a DELIVER TO i A 4 (I;fLlttl r FORT P11 PRODUCT DESCRIPTION ` Use of Concrete Super Plas. Drivers Name ❑ CONCRETE TESTED -I `?D'" 5 F'8'C nC h 4 3 1 1 r a -- ly DATE` TICKET EJi1�tiL.1? : 39 Concrete Disposal: yds UNIT OF UNIT EXTENDED MEASURE PRICE, p PRICE Q SUBTOTAL TAX. TOTAL rl ISTnMFR 1. WARRANTY: The materials sold by nental Florida Materials inc, (hereinafter "Continental") al anted for 1 year from the date of delivery to be freeYrom defects in material. This warranty is exclusive .• in lieu of all other warranties (whether written, oral or implied), including any warranty or merchantability or fitness for APiy.particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will riot be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages. loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental; shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence; strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3. DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. COLLECTi.O....N.CS)STS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, "in obtaining judgment,. or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between lhe Purchaser and Continental shall be Broward County, Florida. 5, MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CON_T NS: Continental reserves the right to determine whether,the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or far unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -deli iary resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9, _QUANTITIES: This type and quantity of products delivered and detailed, on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MIN.IMU-M LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One callback without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will' be assessed. 13.SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery, 14.TECHNICALASSISTANQE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15-BAFETY_D: The Material Safety Data Sheets for the products sold lay Continental are available upon request. MMODIFICATAATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifyin/,' or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statemen shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company an no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to Indust standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotati/ agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede and all terms previously given to Purchaser that conflict with the terms herein, If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on b, the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or pr order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written or purchase order, the terms herein shall prevail and be determinative. / O 7-DEC-2011 04:43 FROM:SOUTH CnOCT 7723446042 -rTn,, 4626443 P . 1 / 1 ANr �■ MI A"m a �.M, w�r�rrr� C;L-'jV P'SC 0 0 2011 public Works St. Lucie County, FL DUNKELSEROER � engineering & testi g, inc. SoL,_ensity Test Report Project Name: Spis Lakes -The Fairways (Indrio Road) Address: 13953 Cancun Project Number: PSL-09-3011 (BG 10.3) Permit No: SLC 1107-0194 Date Tested: 11/28/2011 Client Name: Wynne Building Corporation Technician Initials: CW 8000 South US 1 #402 Report Date: 11/28/2011 Port St. Lucie FL 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No. Probe Depth (in) �Uab �I�,^Minimum`. _Percent Ma Dry D (Pcfl i`'oratoryProcto mum Optimum Moisture (%) Dry Density (PCO Cone 1 Resistance (tsf) Moisture M Required Compaction M Maximumensity Density (%) Test Results 1 12 12 13 113.4 --- 6.8 95 101 Pass 2 12 1112 13 111.8 --- 8.4 95 99.8 Pass 3 12 1112 13 112.2 --- 8.0 95 100 Pass Type of Field Density Test: r— ASTM D 1556 rv— ASTM D 6938 r ASTM D 2937 Minimum Required Compaction Based on: 171 AASHTO T-180 (ASTM D 1557) [_ AASHTO T-99 (ASTM D 698) Nuclear Gauge Info: Gauge No. 23333 Daily Standard Count: Density: 2531 Moisture: 626 `Test°�:i u�oyj 4 i, ; So>ypet `} W elevation - . , 5 `TestL'bcation 1393YCancuh, StructuralFiI1 4 _ 1 1 0112 Front of house pad (footing subgrade)v� 2 1 0112 Center of house pad (slab subgrade) 3 1 0112 Back of house pad (footing subgrade) 1e G• ' Elevation/Depth Referenced Ito: -v w 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Compacted Subgr de 8 Stabilized Subgraje 9 Base Course 10 Other: F NGVD r— MSL r Other: Inches below top of footing or slab subgrade cc: Client... (1) Wynne Building Corp., B. Bailey (field) ... (1) _ St. Lucie County Building Department ... (1) ' ro David T. You) st Senior Projeci l r Xiaoyan Zheng, P.E., PhD ana NOV 2 9 201 FL Registration No. 68330 The original of this report was signed and sealed by the registered engineer in accordancl _w6 Rule 61 G15-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. 1 Compaction percent estimated iom cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer. Fort Lauderdale - Port St. Lucie - West Palm Beach - Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 3011 (10.3) Progress Report PR 32 Spanish Lakes Comi Port Saint WYNNE ' UILDING CORPORATIOL-,- 8000 South U.S. #1 Suite 402 Port St. Lucie, Florida 34952 inities Division October 4, 2011 To: St. Lucie County Building Department Attn: Permittine and/or Plan Review Re: 13953 Cancun Permit # 1107-0194 To Whom It May Concern: Prestige Building Division Miami In regards to the above property, the mobile home that was located on the lot was moved out of the park by the new owner. If you have Thank your any questions I can be reach at (772) 878-5513. Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 JOSEPH E. SMITH, CLERK OF TH4 r-T-RCUIT COURT — SAINT LUCIE COUNTY FILE # 3609965 OR BOOK 3308 tGE 1491, Recorded 07/15/2011 at 12:! ;am AFfPR RECORMNG•RETURN TO;. PERMITNUMBER: I 't'hi. tip-', b . --d rur r;rurdhW hda J L� NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and sweet address) TAX FOLIO NUMBER-1 3 0 6 —1 1.1 —0 0 O 1 —19 0 0 If) SUBDMSIOt�SrwayBBLOC[{ TRACT LOT BLDG UNIT C nc-1 s><1 6/7 34 39 all that part lying northeast of 95 2.GENERAL DESCRIPTION OFIMPROVEMENT:, single family residence 3. OWNER INFORMATION: a. Name b.Address 8000 S. US11 Suite 402 PSL, FL 34952 c.interest inproperty d. Name and address of fee simple titleholder (if other than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S. US1, Suite 402, PSL, FL 34952 772-871-5513 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: Tom Lee Spanish Lakes Blvd. Ft. Pierce, FL. 01— — 0590 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) • 20_ . Matthew Lyle Wynne Vice —President Signature of OwnerPrint Name and Provide Signatory's TitldORce or Owner's Authorized Ofricer/DirectorfPartner/Manager State of Florida County of S f LUC i e The foregoing instrument was acknowledged before me this _day of —1 4 L By Matthew Lyle Wynne as I/yCGF PRFSib&NT (Name of person) (Type of authority...e.g. Owner, officer, trustee, attorney 3n fact) For Wynne Building Corporation / (Name of parry on behalf of whom instrument was executed) Personally Known Y or produced the following type of ID: OOROTHY ANN HAFNER ;,My, '? Notary Public - Slate of Florida (�, ,Q OTt1 V N,V f /AFNEYL aMy Comm. Explres Oct 2, 201E '� Commisslon M DD 827096 (Printed Name of Notary Public) (Signature of Lary Public) tom" 1":•ar,1`� Banded TAroupANalWnal Notary Assn. Under penalties of perjury, 1 declare that I have read the foregoing and that the facts in it are e o e es o n belief (section 92.525, Florida Statutes). Signature(s) or Owner(s) ner(s)' Authorized ftcer/Director/PartnerfManager who signed above: By: By R... OV30non(R-1dog) STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IR 1 TRI OR ay: Dot ?J tJ A Z-P—, -S ceat /c., 1 MIN. SETBACK REQ. I FRONT SIDES CNRSIDES W�5 REAR ZNG. 7 -1(,, - It, ' FORM 11 QOA-08 -FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: WYNNECARLET N61 Street: ���j ° , City, State, Zip: PORT ST. LUCIE , FL , Owner: Design Location: FL, ST_LUCIE_CO_INTL Builder Name: Permit Office: Permit Number: Jurisdiction: 1. New construction or existing New (From Plans) 9. Wall Types (1572.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=13.0 1096.90 ft' b. Concrete Block - Int Insul, Exterior R=5.0 260.00 ft 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=11.0 216.00 ftZ 4. Number of Bedrooms 2 d. N/A R= ftZ 5. Is this a worst case? No 10. Ceiling Types (1670.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1670.00 ftZ 6. Conditioned floor area (ftZ) 1670 b. N/A R= ftZ 7. Windows(156.0 sqft.) Description Area c. N/A R= ftZ a. U-Factor: Sgl, default 126.00 ftZ SHGC: Tinted, default 11. Ducts a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 40 ftZ b. U-Factor: Dbl, default 30.00 ftZ SHGC: Tinted, default 12. Cooling systems c. U-Factor: N/A ftZ a. Central Unit Cap: 34.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ftZ 13. Heating systems SHGC: a. Electric Heat Pump Cap: 34.0 kBtu/hr e. U-Factor: N/A ftZ HSPF:8.4 - . SHGC: 14. Hot water systems 8. Floor Types (1670.0 sqft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1670.00 ftZ EF: 0.9 b. N/A R= ftZ b. Conservation features c. N/A R= ftZ None 15. Credits CF Total As -Built Modified Loads: 30.06 PASS Glass/Floor Area: 0.093 Total Baseline Loads: 35.24 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. A PREPARED BY: " DATE' I hereby certify that this building, as d!�� is in compli e with the Florida Energy Code. � � ��� TE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 0 JOE S:4 O 5/16/2011 3:16 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 ' PROJECT Title: WYNNECARLETON61 Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1670 Lot # . Owner: Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: ST. LUCIE Jurisdiction: Whole House Fan: No City, State, Zip: PORT ST. LUCIE , Family Type: Single-family FL, - New/Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp % 2.5 % Int Design Temp Heating Winter Summer Degree Days Design Daily Temp Moisture Range V Design Location TMY Site Zone 97.5 FL, ST_LUCIE_CO_INTL FL_ST_LUCIE_CO_INTL 2 39 90 75 70 722 58 Medium FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 127.7 ft 0 1670 ft2 0 0 1 ROOF Roof Gable Roof Color Solar Deck Absor. Tested Insul. Pitch # Type Materials Area Area y 1 Hip Composition shingles 1760 ft2 0 ft2 Medium 0.85 N 0 18.4 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1670 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1670 ft2 0.1 Wood WALLS Cavity Sheathing Framing Solar # Ornt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 13 119 ftz 0 0 0.8 2 N Exterior Concrete Block - Int Insul 5 160 ft2 0 0 0.8 3 E Exterior Concrete Block - Int Insul 13 439.2222 0 0 0.8 4 E Exterior Concrete Block - Int Insul 5 100 ft2 0 0 0.8 5 S Exterior Concrete Block - Int Insul 13 124 ft2 0 0 0.8 6 SW Exterior Concrete Block - Int Insul 13 34 ft2 0 0 0.8 7 W Exterior Concrete Block - Int Insul 13 380.6666 0 0 0.8 8 - Exterior Concrete Block - Int Insul 11 216 ft2 0 0 0.8 5/16/2011 3:16 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 DOORS # Ornt Door Type Storms U-Value Area 1 2 3 E S - Wood Wood Wood None None None 0.6 0.6 0.39 21 ft2 21 ft2 16.25 ft2 WINDOWS Orientation shown is the entered, asBuilt orientation. # Ornt Frame Panes NFRC U-Factor SHGC Storms Area Overhang Depth Separation Int Shade Screening 1 2 3 4 5 N Metal N Metal E Metal S Metal W Metal Double (Tinted) No Single (Tinted) No Single (Tinted) No Single (Tinted) No Single (Tinted) No 0.87 0.55 N 30 ft2 1.3 0.64 N 60 ft2 1.3 0.64 N 40 ft2 1.3 0.64 N 20 ft2 1.3 0.64 N 6 ft2 1 ft 0 in 0 ft 6 in 1 ft 0 in 0 ft 6 in 1 ft 0 in 0 ft 6 in 1 ft 0 in 0 ft 6 in 1 ft 0 in 0 ft 6 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None INFILTRATION & VENTING Method SLA CFM 50 ---- Forced Ventilation — ACH 50 ELA EgLA Supply CFM Exhaust CFM Run Time Fraction Fan Watts Default 0.00036 1577 7.08 86.6 162.8 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 34 kBtu/hr cfm 0.85 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8.4 34 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 5/16/2011 3:16 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DUCTS / ---- Supply ---- ---- Return ---- Air Percent v # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 40 ft2 Attic 24 ft' Default Leakage Attic (Default) (Default) % TEMPERATURES Programable Thermostat: N Ceiling Fans: Cooling [X]] Jan Jan Feb XFeb (X] Mar Mar XApr JXJ Apr [[X]] May May XJun �Xj Jun [[Xij Jul [X] Jul [[X Aug [X� Aug Sep XSep jxj [[X]] Oct [X] Oct ]] Nov ] Nov rx Dec �xxj Dec Heating [X] Venting X Jan X Feb �Xj EX] X Mar X Apr EX] X]] May X Jun [X Jul [X Aug X Sep [X Oct Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM PM 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM PM 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 5/16/2011 3:16 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 11,00A-08 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: - PERMIT #: I PORT ST. LUCIE, FL, a,,a V, n „ ml 'Irk IAIGu TRATION RFnIICTInM COMPLIANCE CHECKLIST 11 ii E1—lit__ K P, COMPONENTS SECTION _ REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors LN1106.AB.1.1 Maximum:.3 cfm/sq_ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. i EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2 Penetrations/openings > 1/8" sealed unless backed by truss or I joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate;.attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1 /2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-sto Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. rvruco 00GQf'01DT1A1F RAFesI IRFA fmimzt he met nr exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 i Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each s stem. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.6.1.1 sides. Common ceiling & floors R-11. 5/16/2011 3:16 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows- Description a. U-Factor: Sgl, default SHGC: Tinted, default b. U-Factor: Dbl, default SHGC: Tinted, default c. U-Factor: N/A _ SHGC: d. U-Factor: NIA SHGC: e. U-Factor: N/A SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A , PORT ST. LUCIE, FL, New (From Plans) Single-family 1 2 No 1670 Area 126.00 ft2 30.00 ft2 ft2 ft2 ft2 Insulation Area R=0.0 1670.00 ft2 R= ft2 R= ft2 9. Wall Types u u LZW udh2j la7 NnsUfation' a. Concrete Block - Int Insul, Exterior R=13.0 b. Concrete Block - Int Insul, Exterior R=5.0 c. Concrete Block - Int Insul, Exterior R=11.0 d. N/A R= 10. Ceiling Types Insulation a. Under Attic (Vented) R=30.0 b. N/A R= c. N/A R= 11. Ducts a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 40 ft2 12. Cooling systems Area 1096.90 ft2 260.00 ft2 216.00 ft2 ft2 Area 1670.00 ft2 ft2 ft2 a. Central Unit Cap: 34.0 kBtu/hr SEER: 14 13. Heating systems . a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) Cap: 34.0 kBtu/hr HSPF: 8.4 Cap: 40 gallons EF: 0.9 CF 0 4 JktE S7., ptp 3�-\qSl *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home ( may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. **Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Project Summary Job: "�` lIVB'IQi1t501ft-' Date: MAY 13, 2011 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax 772-785-9144 Web: comfortcontrolofslc.cam • • • For: CARLTON 61 W/CLOSED R PRICK WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 Notes: Design.:0nfoemation° Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 14152 Btuh Ducts 5038 Btuh Central vent (36 cfm) 1116 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 20306 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area(ft2 1670 1670 Volume �ft') 14507 14507 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 92 48 Heating Equipment Summary Make Carrier Trade BASE 14 PURON HP Model 25HBB336A ARI ref no. 3645943 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 352008 BFtuh @ 47°F 1133 cfm 0.059 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily.range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 16456 Btuh Ducts 7330 Btuh Central vent (36 cfm) 598 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 23165 Btuh Latent Cooling Equipment Load Sizing Structure 2420 Btuh Ducts 1973 Btuh Central vent (36 cfm) 1515 Btuh Equipment latent load 5908 Btuh Equipment total load 29073 Btuh Req. total capacity at 0.70 SHR 2.8 ton Cooling Equipment Summary Make Carrier Trade BASE 14 PURON HP Cond 25HBB336A Coil FX4C N (B. F) 036 ARI ref no. 3645943 Efficiency 12.0 EER, 14 SEER Sensible cooling 23800 Btuh Latent cooling 10200 Btuh Total cooling 34000 Btuh Actual air flow 1133 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.80 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrigl .oft:- Right -Suite® Universal 7.1.19 RSU05864 2011-May-16 14:58:17 AC( PK E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETON61.rrp Calc = MJ8 Orientation = N Page 1 Load Short Form Job: wrightsof$" Date: MAY 13, 2011 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: comfortcontrolofslc.com • • • For: CARLTON 61 W/CLOSED R PRCH, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 b' • Informatib Htg Clg Infiltration Outside db ('F) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade BASE 14 PURON HP Model 25H'BB336A ARI ref no. 3645943 Efficiency Heating input Heating output • Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 35200 Btuh @ 47°F 28 OF 1133 cfm 0.059 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade BASE 14 PURON HP Cond 25HBB336A Coil FX4C N (B, F) 036 ARI ref no. 3645943 Efficiency 12.0 EER, 14 SEER Sensible cooling 23800 Btuh Latent cooling 10200 Btuh Total cooling 34000 Btuh Actual air flow 1133 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.80 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 69 1175 952 69 45 GREAT RM 553 4377 6040 258 288 LAUNDRY 42 767 2337 45 111 KITCHEN 131 495 3883 29 185 MS BATH 56 775 987 46 47 MS CLOSET 63 117 175 7 8 MS BDRM 305 3221 2954 190 141 HALL 20 37 55 2 3 BATH 43 330 277 20 13 BDRM 2 168 2734 2133 161 102 CLOSET 21 213 144 13 7 nnn Ar%AA '209.1 )a,) InIz Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- Right -Suite® Universal 7.1.19 RSU05864 2011-May-16 14:58:17 �� E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETON61.rrp Calc = MJ8 Orientation = N Page 1 Entire House d 1670 191900 23786 1133 1133 Other equip loads 23165 Equip. @ 0.95 RSM 5908 Latent cooling TOTALS 1670 20306 29073 1133 1133 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 2011-May-16 14:58:17 T. 1 . Wriight�sof« Right -Suite® Universal 7.1.19 RSU05864 page 2 kE:\PWhghtsoft HVAC\Wynne Corp\WYNNECARLETON61.rrp Calc = MJ8 Orientation = N • Job: Date: MAY 13, 2011 , wYroghtsaff" Right- H Worksheet By: PATRICIA ZIMMERMAN Entire e COMFORT CONTROL OF SLC, INC. 72-785-9144 Web: comfortcontrolofslc.com FL 34983 Phone: 772-785-9010 Fax:, FOYER 1501 SE BILTMORE ST., PORT ST. LUCIE, Entire House 6.0 ft heaUc0ol 160.2 ft 8.0 it 1 Room name 8 2 Exposed wall 69.0 ft' 3 Ceiling height 1670.0 Pt' Load 4 5 Room dimensions Room area Load Area (ftl Area (ft� Btuh) or perimeter (it) Ty Construction U-value Or HTM °F) (Btuhlft� or perimeter (ft) (Btuh) Cool Gross NIPIS Heat Cool number (Btuhlft� Gross NIPIS Heat 0 6 12C-0sw L_ _G 1 D-c2ow W1 - 13A-50cs 1A-r1ob 11 Ull 12C-Osw I-G 1A-r1ob 13A 5ocs T-D 11J0 W 12C-Osw 1A-r1 ob D 11J0 W 12C-Osw W 12C-Osw t-G 1A-r1om p 12B-Obw L-D 1100 C 1613-30ad C 16C-19al F 19C-19cscp F 21A-20c ;required D excursion ope losslgain nfiltration oom ventilation al gains: otal (lines 6 to 13) external load transfer istribution total t loads al room load required (cfm)_ Heat Cool 0.091 n 2.55 2.18 119 30 89 0 0.570 n 15.95 220.222 160 100 0.125 n 3.50 30.24 . 23.5438 60 0 398 1.080 n 2.55 2.18 3 1 091 1.080 a a 30.24 42.22 40 100 79 0.600 a 3.50 16.80 2.40 17.40 21 21 83 0.091 a 2.55 2.18 124 20 0.091 1.080 s s 30.24 23•54 0 20 21 21 0.600 s 16.80 17.1834 2.18 34 0.091 sw 2.55 2.55 2.18 381 375 1 0.091 1.270 w w 35.56 172 49.789 0.85 6 216 200 0.097 0.390 - n 10.92 11.31 16 1449 16 16 1449 0.039 0.90 1.37 1.68 2.08 221 221 1449 0.04 0.049 0.48 0.25 1449 221 221 0.027 - 0.76 0.00 227 194 0 0 0 479 609 0 0 0 350 222 0 0 1814 1412 0 0 1014 869 0 0 1210 1924 0 0 0 277 176 0 0 0 353 365 48 27 69 211 181 0 0 0 605 471 21 21 353 353 365 0 0 0 66 74 0 0 0 955 818 0 0 0 213 299 92 92 250 543 171 0 0 0 177 69 69 62 29 18 434 2434 0 0 0 304 461 69 69 3 689 369 0 0 0 167 0 0 11325 11599 2827 7970 0 460 Occupants @ 230 2 3600 Appliances/other 14152 16456 0 0 0 0 0 0 14152 16456 ' 36% 45% 5038 7330 wrigtits� RiPht-Suite® Universal 761.rr R Cato = MJ8 05864 Orientation = N atGCA E:\Wrightsoft HVAC\Wynne Cor \WYNNECARLETON61.rrp 19190l 2378 1133 1133 0 0 0 0 0 0 0 0 59 0 365 0 0 0 79 0 116 0 18 0 0 U45% 8 0 0 0 8 355 J 8th td. 2011-May 16 1 17 Page 1 }� wrightsoftt• Flight-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST, LUCIE, FL 34983 Phone: 772-785-9010 Fax. 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 13, 2011 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area GREAT RM 30.0 ft 9.8 ft heat/cool 1.0 x 552.5 ft 552.5 ft' LAUNDRY 6.0 ft 8.0 ft heat/cool 7.0 x 6.0 ft 42.0 ft' Ty Construction number U-value (Btuh/ftk*F) Or HTM (Btuh/ft� Area (ft� or perimeter (ft) Load (Btuh) Area (W) or perimeter (ft) Load (Btuh) Heat Cool Gross NIP/S Heat Cool Gross NIP/S Heat Cool 6 11 VV 1-� 12C-Osw 1 D-c2ow 13A-5ocs 1A-rlob 12C-Osw 1A-rlob 13A-5ocs 11J0 12C-Osw lA-rlob 11J0 12C-Osw 12C-Osw 1A-rlom 1213-0bw 11D0 168-30ad 16C-19al 19c-19cscp 21A-20c 0.091 0.570 0.125 1.080 0.091 1.080 0.125 0.600 0.091 1.080 0.600 0.091 0.091 1.270 0.097 0.390 0.032 0.049 0.049 0.027 n n n n a a a a s s s sw w w - n 2.55 15.96 3.50 30.24 2.55 30.24 3.50 16.80 2.55 30.24 16.80 2.55 2.55 35.56 2.72 10.92 0.90 1.37 0.48 0.76 2.18 20.29 2.22 23.54 2.18 48.10 2.22 17.40 2.18 23.54 17.40 2.18 2.18 49.79 0.85 11.31 1.68 2.08 0.25 0.00 0 0 0 0 294 40 0 0 0 0 0 0 0 0 0 0 553 0 553 0 0 0 0 0 254 3 0 0 0 0 0 0 0 0 0 0 553 0 553 0 0 0 0 0 647 1210 0 0 0 0 0 0 0 0 0 0 495 0 263 0 0 0 0 0 555 1924 0 0 0 0 0 0 0 0 0 0 928 0 141 0 0 0 0 0 0 0 0 0 0 0 0 0 48 0 56 16 42 0 42 0 0 0 0 0 0 0 0 0 0 0 0 0 48 0 40 16 42 0 42 0 0 0 0 0 0 0 0 0 0 0 0 0 122 0 108 177 38 0 20 0 0 0 0 0 0 0 0 0 0 0 0 0 105 0 34 184 71 0 11 0 W I- G %L--G VV -D ESI-� ES W W II-D C C F F 6 c) AED excursion -2 -15 Envelope loss/gain 2615 3545 465 389 12 a) Infiltration b) Room ventilation 613 0 173 01 100 0 28 0 13 Intemal gains: Occupants @ 230 Appliances/other 2 460 0 0 0 1200 Subtotal (lines 6 to 13) 3228 4178 565 1617 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 36% 45% 0 0 0 3228 1149 0 0 0 4178 1861 36% 45% 0 0 0 565 201 0 0 0 1617 720 Total room load Air required (cfm) 4377 1 258 6040 288 767 45 2337 111 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. f}s- Right -Suite® Universal 7.1.19 RSU05864 2011-May-16 14:58:17 AC6F. E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETON61.rrp Calc = MJ8 Orientation = N Page 2 + wrights®ft• Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 13, 2011 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 8.0 ft 3 Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 10.5 x 12.5 ft 7.0 x 8.0 ft 5 Room area 131.3 ft' 56.0 ftz Ty Construction U-value Or HTM Area (ft� Load Area (ftj Load number (Btuh/ft' °F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross I N/P/S Heat Cool 6 W � 12C-0sw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 n 15.96 20.29 0 0 0 0 0 0 0 0 0 0 0 -G W t- G 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 1A-rlob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 0 11 VV L--C 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 1A-rlob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 0 W. W 13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 0 0 11JO 0.600 a 16.80 17.40 0 0 0 0 W 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 1A-rlob 1.080 s 30.24 23.54 0 0 0 0 0 0 0 0 D 11Jo 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 64 0 58 0 ' 148 0 127 W W 12C-Osw 0.091 w 2.55 2.18 0 0 1A-rlom 1.270 w 35.56 49.79 0 0 0 0 6 1 213 299 T-D 12B-Obw 0.097 - 2.72 0.85 68 68 185 58 0 0 0 0 0 11DO 0.390 0.032 n 10.92 0.90 11.31 1.68 0 131 0 131 0 118 0 221 0 56 0 56 0 50 94 C C 1613-30ad 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.48 0.25 131 131 62 33 56 56 27 14 F 21A-20c 0.027 0.76 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -25 111 Envelope loss/gain 365 287 4381 645 12 a) Infiltration 0 0 133 0 38 0 b) Room ventilation 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 0 Appliances/other 2400 Subtotal (lines 6 to 13) 3651 2687 571 683 Less external load 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 0 365 0 2687 571 683 14 15 Subtotal Duct loads 36% 45°/, 130 1197 36% 45%1 203 304 Total room load 495 3883 775 987 Air required (cfm) 29 185 46147 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. r{�- wrigr.tsort Right-Sufte® Universal 7.1.19 RSU05864 2011-May-16 14:58:17 AC7 P. E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETON61.rrp Calc = MJ8 Orientation = N Page 3 + + wriightsofft, Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. n ­. - onor CT I I IrIF FI 9dQR3 Phnn- 779-7R5-9010 Far 772-765-9144 Web: comfortcontrolofsle.com Job: Date: MAY 13, 2011 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 ft 39.5 ft 3 Ceiling height 8.0 ft heat/cool 8.5 ft heat cool 4 Room dimensions 7.0 x 9.0 ft 1.0 x 304.5 ft 5 Room area 63.0 ft' 304.5 ft2 Ty Construction U-value Or HTM Area (ft� Load Area M Load number (Btuh/ft''F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross I N/P/S Heat Cool Gross N/P/S Heat Cool 6 \ 0.091 n 2.55 2.18 0 0 0 0 119 89 227 194 f12C-Osw I_ 1 D-c2ow 0.570 n 15.96 20.29 0 0 0 0 30 0 479 609 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 0 0 1A-r1ob 1.080 n 30.24 23.54 0 0 0 0 0 0 11 W 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 0 0 1--G 1A-r1ob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 0 0 0 W L-0 13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 0 0 0 11.10 0.600 a 16.80 17.40 0 0 0 0 W 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1A-r1ob 1.080 s 30.24 23.54 0 0 0 0 0 0 0 0 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 W Wc--G 12C-Osw 12C-Osw 0.091 0.091 sw w 2.55 2.55 2.18 2.18 0 0 0 0 0 0 217 217 552 473 I 1A-rlom 1.270 w 35.56 49.79 0 0 0 0 0 0 0 0 0 0 0 q-D 1213-01bw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 0 0 11 DO 16B-30ad 0.390 0.032 n 10.92 0.90 11.31 1.68 0 63 0 63 0 56 106 305 305 273 512 C C F 16C-19al 19C-19cscp 0.049 0.049 1.37 0.48 2.08 0.25 0 63 0 63 0 30 0 16 0 305 0 305 0 145 0 78 F 21A-20c 0.027 0.76 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -1 -19 Envelope loss/gain 86 121 1676 1946 12 a) Infiltration 0 0 700 197 b) Room ventilation 0 0 10 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 86 121 2376 2044 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 86 121 2376 2044 15 Duct loads 36% 45% 31 54 36% 45% 846 910 Total room load 117 175 1 3221 2954 Air required (cfm) 7 8 190 141 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. �{a~ wriyr.tsort Right -Suite® Universal 7.1.19 RSU05864 2011-May-16 14:58:17 ACCA EAWrightsoft HVAC\Wynne Corp\WYNNECARLETON61.rrp Calc = MJS Orientation = N Page 4 -rF wreghtsoftr Flight-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. I ana CC RII ThfinPr ST PnPT RT i i tciF FI 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 13, 2011 By: PATRICIA ZIMMERMAN 1 Room name HALL BATH 2 Exposed wall 0 ft 8.0 ft heat1cool 5.0 ft 8.0 ft heat/cool 3 4 Ceiling height Room dimensions 4.0 x 5.0 ft 8.5 x 5.0 ft 5 Room area 20.0 ft' 42.5 ftz Ty Construction U-value Or HTM Area M Load Area (ft� Load number (Btuh/ft;-'F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1p/ 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 0 0 G� 1 D-c2ow 0.570 n 15.96 20.29 0 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 I-G 1A-rlob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 11 VV 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 40 40 102 87 L-G 1A-rlob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 T-D13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 0 0 0 0 0 0 11,10 0.600 a 16.80 17.40 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 0 0 1A-rlob 1.060 s 30.24 23.54 0 0 0 0 0 0 11Jo 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 L-G 1A-rlam 1.270 w 35.56 49.79 0 0 0 0 0 0 0 0 IT-D 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 0 11DO 168-30ad 0.390 0.032 n 10.92 0.90 11.31 1.68 0 20 0 20 0 18 0 34 0 43 0 43 0 38 71 C C 16C-19a1 0.049 1.37 2.08 0 0 20 0 10 0 5 0 43 0 43 0 20 0 11 F 19C-19cscp 0.049 0.48 0.25 20 0 0 0 0 0 0 0 F 21A-20c 0.027 0.76 0.00 0 6 c) AED excursion 0 -2 Envelope loss/gain 27 38 160 168 12 a) Infiltration 0 0 83 24 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 27 38 244 191 Less external load 0 0 0 0 0 Less transfer 0 0 0 Redistribution 0 27 0 38 0 244 0 191 14 15 Subtotal Duct loads 36% 45% 10 17 36% 45% 87 85 Total room load 37 55 330 277 Air required (cfm) 1 1 21 31 1201 13 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. +I r wr Ggr.tsort Right -Suite@ Universal 7.1.19 RSU05864 2011-May-16 14:58:17 ACCP, EAWrightsoft HVAC\Wynne Corp\WYNNECARLETON61.rrp Cato = MJ8 Orientation = N Page 5 wrightsofft' Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1509 SF RILTMORE ST- PORT ST. LUCIE. FL 34983 Phone: 772-785-9010 Fax. 772-785-9144 Web: comfort controlofslc.corn Job: Date: MAY 13, 2011 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 CLOSET 2 Exposed wall 33.2 ft 2.5 ft 3 Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 168.0 ft 8.5 x 2.5 ft 5 Room area 168.0 ft' 21.3 ft' Ty Construction U-value Or HTM Area (M Load Area (ft) Load number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 IqJ 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 L-G 1Dc2ow 0.570 n 15.96 20.29 0 0 0 0 0 0 0 0 WI 13A-50cs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 I -- � ---G 1A-r1ob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 11 W 12C-0sw, 0.091 a 2.55 2.18 104 104 265 227 0 0 0 0 I-G 1A-r1ob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 W. 13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 20 20 70 44 �-D 11JO 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 76 56 143 122 0 0 0 0 W 1.080 s 30.24 23.54 20 20 605 471 0 0 0 0 B1A-rlob 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W W 12C-Osw 0.091 w 2.55 2.18 52 52 132 114 0 0 0 0 - L-G 1A-r1om 1.270 w 35.56 49.79 0 0 0 0 0 0 0 0 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 _12B-Obw D 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.90 1.68 168 168 151 282 0 0 0 0 C 16C-19al 0.049 1.37 2.08 0 0 0 0 21 21 29 44 F 19C-19cscp 0.049 0.48 0.25 168 168 80 43 0 0 0 0 F 21A-20c 0.027 0.76 0.00 0 0 0 0 21 21 16 0 6 c) AED excursion -14 -1 Envelope loss/gain 1462 1319 115 88 12 a) Infiltration 555 156 42 12 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1 0 Subtotal (lines 6 to 13) 2016 1475 157 100 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2016 1475 157 100 15 Duct loads 36% 45% 718 657 36% 45% 56 44 Total room load 2734 2133 213 144 Air required (cfm) 161 102 13 7 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. t w�:gr,tsofc- Right-Sufte® Universal 7.1.19 RSU05864 2011-May-16 14:58:17 ACCP, E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETON61.rrp Calc = MJ8 Orientation = N Page 6 r v +�+ wrights®ft' Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: comfortccntrolofslc.com Job: Date: MAY 13, 2011 By: PATRICIA ZIMMERMAN 1 Room name PORCH 2 3 4 Exposed wall Ceiling height Room dimensions 30.0 ft 8.0 ft heat/cool 20.0 x 10.0 ft 5 Room area 200.0 ft' Ty Construction number U-value (Btuh/ft2 °F) Or HTM (Btuh/ftj Area (ft� or perimeter (ft) Load (Btuh) Area or perimeter Load Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VV �G 12C-Osw 1D-c2ow 13A-5ocs 1A-r1ob 0.091 0.570 0.125 1.080 n n n n 2.55 15.96 3.50 30.24 2.18 20.29 2.22 23.54 0 0 160 60 0 0 100 0 0 0 350 1814 0 0 222 1412 W I-G 1J,V �G 11 12C-Osw 1A-r1ob 13A-5ocs 11J0 0.091 1.080 0.125 0.600 a a a a 2.55 30.24 3.50 16.80 2.18 48.10 2.22 17.40 0 0 80 21 0 0 59 21 0 0 207 353 0 0 131 365 W T-D 12C-Osw 1A-r1ob 0.091 1.080 s s 2.55 30.24 2.18 23.54 0 0 0 0 0 0 0 0 W D 11,10 12C-Osw 0.600 0.091 s sw 16.80 2.55 17.40 2.18 0 0 0 0 0 0 0 0 W W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 1A-rlom 1.270 w 35.56 49.79 0 0 0 0 ll-D 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 11DO 0.390 n 10.92 11.31 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 0 0 0 0 C 16C-19al 0.049 1.37 2.08 200 200 274 416 F 19C-19cscp 0.049 0.48 0.25 0 0 0 0 F 21A-20c 0.027 0.76 0.00 200 200 151 0 6 c) AED excursion -25 Envelope loss/gain 3149 2523 12 a) Infiltration 501 141 b) Room ventilation 0 0 13 Intemal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 3650 2664 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 3650 2664 15 Duct loads 36% 45% 1299 1187 Total room load 4949 3851 Air required (cfm) 1 292 183 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Fla wr:gr.rsart- Right -Suite® Universal 7.1.19 RSU05864 2011-May-16 14:58:17 ACGA E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETON61.rrp Calc = MJB Orientation = N Page 7 No. I Seal# I Truss Name I Date No. Seal# ITruss Name I Date 1 IT4136305 JA5 7/28/011 118 IT4136322 JKJ8 7/28/011 12 IT4136306 JA6 1 7/28/011 1 1 J 1 1 J 1 J 1 1 1 1 J 1 13 I T4136307 J A7 1 7/28/011 14 IT4136308 JA8 17/28/011 15 IT4136309 JA9 17/28/011 16 I T4136310 J A 1 7/28/011 17 IT4136311 IGRA 17/28/011 18 IT4136312 I GRB 17/28/011 19 I T4136313 I J 1 17/28/011 110 I T4136314 J J2 17/28/011 11 IT4136315 JJ3 17/28/011 112 I T4136316 J J4 17/28/011 13 IT4136317 JJ5 7/28/011 14 IT4136318 06 17/28/011 115 I T4136319 J J7 1 7/28/011 116 IT4136320 JJ8 17/28/011 117 I T4136321 I KJ7 1 7/28/011 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: ORegan, Philip My license renewal date for the state of Florida is February 28, 2013. NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. 00 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 N These truss designs rely on lumber values established by others. AFM Mlffek"' /V11 POWER TO PERFORM." RE: M11313 - Carlton w/ Sitting no Front Porch MiTek Industries, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Wynne Building Corp. Project Name: 61' CARLTON SITTING ARE WKbaFA6��P161RCH Model: M11313 Lot/Block: Subdivision: Address: n/a City: Port St. Lucie State: FL 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: FBC2007/TP12002 Design Program: MiTek 20/20 7.2 Wind Code: ASCE 7-05 Wind Speed: 140 mph Roof Load: 37.0 psf This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. y 'Frye ��\61AIIi00If ..... Q �� F� •'1/ �/— 26 a x 13 STATE OF 4 0R� FL Cert. 6634 July 28,2011 ORegan, Philip 1 of 1 Job Truss Truss Type City Ply Carlton w/ Sitting no Front Porch T4136305 M11313 AS SPECIAL 12 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011MiTek Industries, Inc. Thu Jul 2810:31:55 2011 Page' I D: MU SQ U 0?op_QYMzNJVuF E6iyuGEO-kpd6G FI kgdjn2vuuGFZTO N OMYwl lee?xsuPgllytaE 7-8-5 10.6-d 17-0-0 70-4-8 26-4-0 34-0-0 at0 O, 1-0-07-8-5 2-9-15 6-5-12 3-0-8 5-11-8 7-8-0 1-0-0 Scale = 1:61.3 4.00 12 SxB M1120 = 6 I I 2x3 MII20 11 2x3 M1120 3x6 M1120 % 7 3x6 MI120 24M1120 � 4 5 8 3x4 M1120 3 9 N 2 14 1 7x10 M1120 = 15 10 11 N d 16 chi d 3x10 M1120 % 13 12 3x6 M1120 2.00 12 5x10 M1120 = 2x3 M1120 11 i 10-6-4 20-4-8 26-0-0 34-0-0 10-6-4 9-10-4 5-11-8 7.8-0 Plate Offsets X Y : 2:0-3-11 0-1-8 10:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) 0.73 14 >544 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.44 13-14 >278 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.45 10 n/a n/a BCDL 10.0 Code FBC2007frPI2002 (Matrix) Weight: 154 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 6-14 6-14: 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS (lb/size) 2=1350/0-8-0 (min. 0-1-9), 10=1348/0-8-0 (min. 0-1-9) Max Horz 2=-153(LC 6) Max Uplift2=-858(LC 3); 10=-858(LC 4) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5571/3114, 3-4=-5234/2797, 4-5=-5186/2804, 5-6=-5239/2908, 6-7=2469/1445, 7-8=-2459/1368, 8-9=-2518/1354, 9-1 0=-3168/1750 BOT CHORD 2-14=-2965/5271, 14-15=-1005/2182, 15-16=-1010/2161, 13-16=-1013/2144, 12-13=-1531/2931,10-12=-1531/2931 WEBS 3-14=-300/395, 5-14=-222/275, 6-14=-1827/3307, 6-13=-342/543, 9-13=-665/551, 9-12=0/252 1) Unbalanced roof live loads have been considered for this design. ,Oq`tttlltttt�l , 0 Rjfj ,����\Q 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber % \ �i•E N S�.• ��Poi DOL=1.33 plate grip DOL=1.33 ,.•. \ �• 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .� 7 i_. 1 2 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit ` Q—; 3 � 6 * ; between the bottom chord and any other members, with BCDL = 10.Opsf. �i' a�• •T i ; 7k 5) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacityof®• / �i / d �i bearing surface. a � • � mod' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 858 lb uplift at joint 2 and 858 lb uplift at joint Sf"AT E OF 10. .r LOAD CASE(S) Standard•'�� fl 8/ON ALE oo`� .1114111111 1tt1 FL Cert. 6634 July 28,2011 WARN/NG•VerdfJdesigaparramatars and READN078SON7NIS6NDfA'CLUDEDFIITEKRBPERENCEPAGEfd7!•7473reu,ZO•'08BEPOREUSE. WASt Design valid for use only with M7ek connectors. This design is based onty upon parameters shown" and is for an individual building component. �•�;` Applicability, of design paramenters 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 —e fabrication, quality control, storage, delivery, erection and bracing, consult ANSf/iPil 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 22314. Tamna. FL 33610-411. Job ss Truss Type Qty Ply Carlton w/ Sitting no Front Porch ' [A6 T4136306 MI1313 SPECIAL 1 1 Jab Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 2810:31:56 2011 Page ID:M USQ UO?op_QYMzNJVuF E6iyuG EO-C? BVU blMaxreg2T4gy5ixbwTP KeTN_U44Y8NQ kytaE i1-0-Q 8-11-11 15-0-0 19-0-0 �0.4-8 76-4.0 44-0-0 95-n-0 1- o 6-11-11 6-0-6 W. 1-4-8 5-11-8 7-8-0 Scale = 1:62.6 4.00 12 5x10 M1120 % 5x6 MI120 5 6 2x3 MI120 3x4 M1120zzz 3x6 M1120 % 4 3x6 M1120z�- u 3 7 8 c5 d, 2 14 1 6x8 M1120 = 13 9 10 Icy r` d 3x4 M1120= 12 3x10 MI120 = d 11 3x6 MII20 2.00 12 5x6 M1120 = 2x3 M1120 I I i 10-6-4 15-0-0 20-4-8 26-4-0 34-0-0 10-6-4 4.5-12 5-4-8 5-11-8 7-8-0 Plate Offsets X Y : 2:0-4-4 Ed a 5:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 0.69 2-14 >580 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.23 2-14 >324 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.41 9 n/a n/a BCDL 10.0 Code FBC20071TP12002 (Matrix) Weight: 152 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP 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=130510-8-0 (min. 0-1-8), 9=1305/0-8-0 (min. 0-1-9) Max Horz 2=138(LC 6) Max Uplift2=-875(LC 3), 9=-875(LC 4) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5228/3121, 3-4=-5107/3137, 4-5=-4899/2898, 5-6=-2458/1548, 6-7=2330/1402, 7-8=2943/1811,8-9=-3059/1797 BOT CHORD 2-14=-2964/4955, 13-14=-1329/2512, 12-13=-1107/2171, 11-12=-1587/2829, 9-11=-1587/2829 WEBS 4-14=-369/478, 5-14=-1557/2665, 5-13=-412/277, 6-13=313/575, 7-12=-754/601, 7-11=0/283 TES e���I, BO 1) Unbalanced roof live loads have been considered for this design. J' t j `%%%A�1� 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber •E ••�• `�'. DOL=1.33 plate grip DOL=1.33 00 ��' �' e �.•• C N `SF •• �i 3) Provide adequate drainage to prevent water ponding. �.� �/L Q 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for 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. J "' � �i' �� � 1 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of: /V/ bearing surface. �_e 7) 1;'l'�� mechanical connection (by others) of truss to bearing plate capable of withstanding 875 lb uplift at joint 2 and 875 lb uplift at joint ®� SA( AT E OF �® PProvide l�l LOAD CASE(S) Standard 'o'n� •;�< O R , `%•N FL Cert. 6634 July 28,2011 ® WARNING . Vert f y design per a.n ters and READ NOTRS ON THIS AND rNCLrIDED ilfrTRKRBPERENCH PAGE149.7473 —, 10-'08 EEPORE USE. %MER a 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 paromenters 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, AfI of the . OW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding P m P o - fabricotion, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Cdteda, DS6.69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-411 Job Truss Truss Type city Ply ing no Front Porch T4136307 7P� M11313 A7 SPECIAL 1 1 J(optional) nhambersTruss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 2810:31:57 2011 Page ,1-o-a a-11-9 1�0-0 1-0•0 ID:MUSQUO?op_QYMzNJVuFE6iyuGE09Bithxm LFzVIC2HNfcxToThMj_m6UFEJCuxyAytaE1 2s-a-o '+a ao Aso a 1-0-0 8-11-9 4-0.7 8-0.0 5-4-0 7-8-0 Scale = 1:62.6 4x8 Ml120 4x8 M1120 4.00 12 4 5 2x3 MI120'� 3 3x4 M1120-- to 6 2 78 ,ar7x8 I M1120 = 1A WO M1120 = 10 9 US M1120 2.00 12 5x12 M1120 = 2x3 M1120 I I 10-6-4 13-0-0 20-4.8 26-0-0 34-0-0 10-6-4 2-5-12 7-4-8 5-11-8 7-8.0 Plate Offsets X Y : 2:0-4-4 Ede 7:0-3-14 0-1-8 LOADING (PSI) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.66 2-11 >602 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.13 10-11 >355 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.41 7 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 146 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc puffins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 WEBS 1 Row at midpt 4-10 WEBS 2 X 4 SYP 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=1305/0-8-0 (min. 0-1-8), 7=1305/0-8-0 (min. 0-1-9) Max Horz 2=-123(LC 6) Max Uplift2=-890(LC 3), 7=-889(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5291/3195, 3-4=-4991/3006, 4-5=-2299/1492, 5-6=-2409/1503, 6-7=-3033/1827 BOT CHORD 2-11=-3012/5002, 10-11=-1821/3184, 9-10=-1601/2801, 7-9=-1601/2801 WEBS 3-11=-284/421, 4-11=-1309/2342, 4-1 0=-1 032/675, 5-10=-1161454, 6-10=617/510, 6-9=0/255 NOTES 1) Unbalanced roof live loads have been considered for this design. 1111►j`1�I, 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; t11tit Exp C; enclosed; MWFRS (low-rise); Lumber ,%% 3 O jfj DOL=1.33 plate grip DOL=1.33 �i� �p Arc 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. \�\ G E N S'� •' q�''v ``a.<Z�.`. 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 . ! ... 3?~1� 6 • •. v between the bottom chord and any other members. e y� 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of ; bearing surface. 7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 890 lb uplift at joint 2 and 889 lb uplift at joint plate 7. •. :'� VATE OF : 411. LOAD CASE(S) Standard %,�� • it`� O P \��; ,•' R • S• O • • • ,, FL Cert. 6634 July 28,2011 Is WARNING • Verijy design parameters aad READ NOTES ON THIS AND INCLUDED AUTEKREFERENCE PAGE.IM-7473 rev, 10-'OS BEFORE USE. SAME' Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. �i � Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown -�p• is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity, of the IVI)TeW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ,.o„. ,,,n —.-- fabrication, fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and Ill Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 33610-4115 Job Truss Truss Type Qty Ply Carlton w/ Sitting no Front Porch T4136308 M11313 AB SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 2810:31:58 2011 Page yt-0-a 8-11-9 11-0-0 15-6-4 I D: gh0oh MOQaHYPz7xW3bmTfwyuG E?-8N J FvHnd6Y5MvM cTxN7A000tL7 K4ryaNYsdUUdyta Eil 70-4-8 ?'t-0-0 �6-1-3 7a-0.0 �5-0•Q 1-0.08-11-9 2-0-7 4-8-4 4-8-4 2-7-8 3-1-3 7-10-13 1-0.0 Scale = 1:62.6 5x6 M1120 = 2x3 MI120 11 5x10 M1120 3x4 M1120-_ 4.00 12 2x3 M1120'\' 4 5 6 7 24 M1120 3 8 c5 I u' 1 2 13 9 10 "' I IA 1 7x8 MII120 = 3x10 M1120 = 12 11 US M1120 2.00 12 5x12 M1120 = 3x4 M1120 = 10-6.4 20-4-6 23-0-0 34-0.0 10-6-4 9-10A 1 2-7-8 11.0.0 Plate Offsets X Y : 2:0-4-4 Ed a 7:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0.0 CS] DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.69 13 >576 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.21 12-13 >331 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.42 9 n/a n/a BCDL 10.0 Code FBC2007rTP12002 (Matrix) Weight: 151 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be WEBS 2 X 4 SYP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=130510-8-0 (min. 0-1-8), 9=1305/0-8-0 (min. 0-1-9) Max Horz 2=-107(LC 6) Max Uplift2=-902(LC 3), 9=-902(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5324/3282, 3-4=-4985/3051, 4-5=-4327/2666, 5-6=-2687/1741, 6-7=-2687/1741, 7-8=2623/1654, 8-9=-2960/1878 BOT CHORD 2-13=-3086/5036, 12-13=-2118/3556, 11-12=-1324/2454, 9-11=-1648/2750 WEBS 3-13=-357/484, 4-13=-933/1546, 5-13=-426/922, 5-12=-1031/734, 7-12=-346/505, 7-11=-246/432, 8-11=-402/435 NOTES loads1) Unbalanced roof live considered 2) Wind: ASCE 7-05; 140 ph (3V econd gust);TCDL=4.Ppsf BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber `% JO,III f DOL=1.33 plate grip DOL=1.33 e0 \Q RF !0 3) Provide adequate drainage to prevent water ponding. �.\ C E•N s •'. 9� �i 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,.�eQ� '• 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 I�I4' S 1�` 6 between the bottom chord and any other members. : 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of -- bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 902 lb uplift at joint 2 and 902 lb uplift at joint+ s. �I AT E a F �tr LOAD CASE(S) Standard T� 0 Q •: \=�e .FS, .ORI ee l �0?% e N A` l' FL Cert. 6634 July 28,2011 S , WARNING • Ver1, flj d ign paramet. and READ NOTES ON nHS AND rNCLWED AY=REFERENCE PAGE r4ll.7473 rev. Z0--'08 EEFORE USE. " f a 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 paramenters 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 responsib"Ilty of the Mel('erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Pew m o - fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTPI7 Quallty criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tamoa. FL 33610-411. Job ss Truss Type Qty�Al:ob lton w/ Sitting no Front Porch JA'9 T4136309 M11313 HIP 1 Reference(optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.250 s'May 112011 MiTek Industries, Inc. Thu Jul 2810:31:59 2011 Page' y1-o-o 9-ao 17-0-o ID:ghOohMOQaHYPz7xW3bmTfwyuG E?-catd6doFtsDDX WBfV4ePZDY3gXmgaP hXn W N203ytaEL zs-o-o 3a-o o �+ o a 1-a0' 9-ao ' 8-a0 B•0.0 9-a0 1-a0 Scale = 1:59.3 7xl0 MT18H 4.00 12 2x3 I l 7x10 MT18H 3 4 5 c5 c5 1 2 6 7 w Ir d d 34 % 12 11 10 9 8 US 2x3 I I US _ 3x8 = US = 24 I I 9-0-0 , 17-0-0 25-0-0 34-0-0 9-0.0 8-0-0 8-0-0 9.0-0 Plate Offsets X 2:0-3-14 0-1-8 3:0-5-0 0-2-0 5:05-0 0-2-0 6:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates'lncrease 1.25 TC 0.65 Vert(LL) 0.43 10 >941 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.65 10-12 >619 240 MT18H 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(TL) 0.15 6 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 142 lb FT = O% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-3-6 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1305/0-8-0 (min. 0-1-9), 6=1305/0-8-0 (min. 0-1-9) Max Horz 2=92(LC 5) Max Uplift2=-913(LC 3), 6=-913(LC 4) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2991/1865, 3-4=-3456/2249, 4-5=-3456/2249, 5-6=-2991/1865 BOT CHORD 2-12=-1695/2758, 11-12=-1694/2768, 10-11=11694/2768, 9-10=-1626/2768, 8-9=-1626/2768, 6-8=-1627/2758 WEBS 3-12=0/369, 3-10=-559/946, 4-10=-426/411, 5-10=-559/946, 5-8=0/369 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:AS gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. ll; Exp C; enclosed; MWFRS (low-rise); Lumber 5; 14ip plate DOLh1(33econd 3) Provide adequate drainage to prevent water ponding. • ��i 4) All plates are MT20 plates unless otherwise indicated. ��� �� ' • C E IV •' • ��.� S� •'. 9Z �i 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q�: 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 J 6 between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 913 lb uplift at joint 2 and 913 lb uplift at joint- 6. cc LOADCASE(S) Standard «.� TAT OF 44/ S1pNA��,�,` ���►rrtrt��t��e FL Cert. 6634 July 28,2011 AWARMNO-llr. fOjdesignparamet.andREADNOTESON7WSANDhWLUDEDbSfTSKREPSRWC8PAGEl4U•7473r .10-'08SUOREUSE. , Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an Individual building component.radi Applicability of design poramenters 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 responsiblllity 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 ANSVTPII Quality Crlterla, DSB-89 and BCSI BuOding Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-411 Job Truss Truss Type Qty Ply Carlton w/ Sitting no Front Porch T4136310 M11313 A COMMON 6 1 _ Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 2810:31:54 2011 Page ID:tiv2Gh?A3glhkpo7xBk?aVyuGE1-Gc4k3vk63KbxRIJiiX2EsArFsWODvAeodEfHLrytaE: 11-0-0 6-7-13 12-0-13 17-0-0 21-7-'i 77-4-7 74 0 0 3�+-0 0 1-0-Or 6-7-13 5-9-0 4-7-3 4-7-3 5-9-0 6-7-13 1.0-0 Scale = 1:59.4 . 4.00 12 4x5 M1120 = 6 19 2x3 M1120 I I 18 2x3 M1120 I I 3x6 M1120 % 5 7 3x6 M1120 3x4 M1120 % � 4 8 3x4 MII20 3 9 2 ,�1 10 11 Icy d 16 20 21 13 d 3x8 M1120= 17 15 14 12 3x8 M1120 4x6 M1120 = 2x3 M1120 I I 3x8 M1120 = 3x8 MI120 = 4x6 M1120— 2x3 M1120 11 i 6-7-13 12-4-13 21-7-3 27-4-3 34-0-0 6-7-13 5-9-0 9-2-7 { 5-9-0 6-7-13 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) -0.38 14-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.82 14-15 >486 240 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code FBC2007rrP12002 (Matrix) Weight: 163 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 2 X 4 SYP 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=1410/0-B-0 (min. 0-1-11), 10=1410/0-8-0 (min. 0-1-11) Max Horz 2=-154(LC 6) Max Uplift2=-880(LC 3), 10=-880(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3400/1847, 3-4=-2844/1502, 4-5=-2793/1510, 5-18=-2837/1614, 6-18=-2750/1618, 6-19=-2750/1618,7-19=-2837/1614,7-8=2793/1509,8-9=-2844/1502,9-10=-3400/1848 BOT CHORD 2-17=-1743/3154, 16-17=-1743/3154, 15-16=1743/3154, 15-20=-937/2064, 20-21=-937/2064,14-21=-937/2064,13-14=-1633/3154,12-13=-1633/3154, 10-12=-1633/3154 WEBS 6-14=-584/951, 7-14=-298/327, 9-14=-560/479, 6-15=584/951, 5-15=298/328, 3-15=-560/477 NOTES t 9 t l itU Al��i�t1� balanced roof live loads have been considered for this design. ,tT `�` 3Q 'fj 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber 10\ �Q RF °ice DOL=1.33 plate grip DOL=1.33 ��� \t' • • C E N `SF �'.9/G, �s 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� Q�.'• \,� 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit •, i . between the bottom chord and any other members, with BCDL = IO.Opsf. NN j 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 880 lb uplift at joint 2 and 880 lb uplift at jointsi�r 10. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 21 Ib up at 15-0-0, e and 50 lb down and 21 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. e !i"�T E F 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). G•'. LOAD CASE(S) Standard ����� •'r�0 R 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 fj,1��, •' • • • • • •'1,•�\ `% Uniform Loads Vert: 1-6I�54, 6-11=-54, 2-20=-20, 20-21=-60, 10-21=-20 Concentrated Loads (lb) Vert: 18=50(F) 19=-50(F) FL Cent. 6634 July 28,2011 }L) WARNING- Verljy design parameters and READ NOTES ON TH/S AND TNCLIMED 1197EKREPERENCE PAGE IM-7473 rev. ZO '08 BEFORE USE. IL/* -a Design valid for use only with Mifek connectors. This design is based only upon parameters shown, and is for an individual building component. ��_ Applicability of design paromenters 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 IV g�/I) 1r ek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding „ ,o e fabrication, quality control, storage, delivery. erection and bracing, consult ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 33610-411 Job Truss Truss Type Qty Ply Carlton w/ Sitting no Front Parch T4136311 M11313 GRA HIP 1 1 Job Reference (optional) !hambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 28 10:32:012011 Page ID:ItaBvil2LbgFbHWidJHiC7yuGE= Zy?OXIpVPTTxmgL2cVgteedLeLTE2HTpEgs85xytaE? ft-0.0 1 -6-01&U 12p i 26-0-0 'i40-0 3F-0-0 1-0 0 6-0.0 4-6-0 4-6-0 1-6-0 3-8-2 3-9-14 Scale = 1:61.3 (+)Top chord must be braced by end jacks, roof diaphragm, or properly 4x4 — connected purlins as shown. 11 9 14 7x12 % 7 17 6x12 4.00 12 5 US 19 3 8 15 18 21 4 6 10 16 0 "r lox10 4x5 = A 2 a1 22 2L::::�3 - 5 _ Icb d 3x5 = 29 28 27 26 25 24 3x5 zZr d 3.5 US = 6x8 = 7x8 = US = 5x6 = This truss is NOT symmetric. Proper orientation is essential. 8-0-0I 12-6-0 1B-6-0 i 26-0-0 34-0-0 8-0-0 4-8-0 6-0-0 7-6-0 8-0.0 Plate Offsets X Y : 2:0-2-4 0-1-8 3:0-4-8 Ed a 21:0-4-12 Ed a 22:0-3-14 0-1-8 27:0-3-8 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.14 22-24 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.23 2-29 >624 240 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(rL) 0.02 22 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 194 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP'CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins. Except: BOT CHORD 2 X 4 SYP M 30 1 Row at midpt 8-21 WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 6, 8, 19, 17, 14 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=-154(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2=-428(LC 3), 27=-1373(LC 5). 26=1770(LC 4), 22=630(LC 4) Max Grav All reactions 250 lb or less at joint(s) except 2=536(LC 7), 27=1781(LC 1), 26=2503(LC 1), 22=787(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=744/453, 3-4=-100/418, 4-6=-100/418, 6-8=-560/953, 8-10=-560/953, 10-12=-560/953, 12-13=-560/953, 13-15=-560/953, 15-16=-560/953, 16-18=-560/953, 18-20=-1792/1525,20-21=-1792/1525,21-22=-1563/1076,3-5=-492/580,5-7=-402/607, 7-9=-53/385,9-11=-13/425,11-14=0/397,14-17=-139/468,17-19=-219/425, t11111111111j O 19-21=-351/441 `%% ♦� \Q fj BOT CHORD 2-29=-455/646, 28-29=-398/546, 27-28=-398/546, 26-27=-927/757, 25-26=-162/263, o�,�,ii\�\',•• E N'• %, �'. 9.L 24-25=-162/263, 22-24=-900/1424`� WEBS 3-29=-493/863, 3-27=-1750/1315, 6-27=-593/714, 6-26=-497/442, 13-26=-887/736, 18-26=-1886/1620, 18-24=-934/1464, 6-7=591/634, 19-20=-260/340, 14-15=-491/449, r a. 0' 11 _6 v �; 11-12=-380/239 NOTES '0 1) Unbalanced roof live loads have been considered for this design. o "i� l �T F 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber . •, • DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. i�'� , '� .' O 4) All are 2x3 MT20 unless otherwise indicated. s®j SS • • • • • • •'l `�0,` plates 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 428 lb uplift at joint 2, 1373 lb uplift at joint 27 1770 lb uplift at joint 26 and 630 lb uplift at joint 22. FL Cert. 6634 8) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. July 28,2011 Continued on page 2 ® WARNING • Verify design parameters andRBAD N078S ON TfllS6ND fNCLGmED hIIrEfCRBP6REIJCE PAGEI497473 nea. 10-'08 BEFORE USE. a *AL Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. i ;: Applicability of design paramenters 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 stabilityduring construction is the responsibillity, of the erector. Additional bracing of the overall structure Is the responsibility of the building designer. For regarding MiTele permanent general guidance fobricotion, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Qua18y Criteria, DSB-89 and BCSI BuBding Component P „ — - 6904 Parke East Blvd. Safety InformoNon available from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Tamoa. FL 33610411 313 Type Qty Ply Carlton w/ Sitting no Front Porch T4136311 Truss Inc., Fort Pierce FI. 34982 NOTES 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 2810:32:01 2011 ID:ItaBvil2LbgFbHWidJHiC7yuGE_ Zy?0XIpVPTTxmgL2cVgteedLeLTE2HTpEgsB 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 641 lb down and 518 Ill up at 26-0-0, and 641 lb down and 518 lb up at 8-0-0 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 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 21-23=54, 2-29=-20, 24-29=-47(F=-27), 22-24=-20, 3-11=-126(F=-72), 11-21 =-1 26(F=-72) Concentrated Loads (lb) Vert: 29=641(F) 24=641(F) FL Cert. 6634 July 28,2011 A WARNING - Venyjr design par meters and READ NOTES ON IMS AND INCLUDED AIITEKREPERENCE PAGE M I-7473 rev, ZO-'0S SUORE USE, Design valid for use only with MiTek connectors. This design is based any upon parameters shown, and is for an individual building component. Applicability of design poromenters 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 responsibilfity of the MOW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding o,,.• ,o r o fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crllerla, 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 22314. Tam... FL 33610-411. Job Truss Truss Type Qty, Ply Carlton w/ Sitting no Front Porch T4136312 M11313 GRB HIP 1 Z Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 2810:32:02 2011 Page ID:m38Z622g6vo6DQ5uAOoxkKyuGDz-19Zmkeg7AnboOzwEADB6AsAZlkkvno9zTTbidOytaE �1-0-0 7-0-0 13-8-0 20-0-0 ?7-0-0 34-0.0 fir+-O-Oi 1-0.0 7-0.0 Scale = 1:59.3 4.00 12 6x10 i 3x4 = 5x6 WB = 2x3 I l 6x10 3 4 5 6 7 N 2 a n' 6 9 N w IA d' 3x8 = 15 14 13 12 11 10 3x8 = 2x3 II 4x6 _ US = 3x10 = 4x6 = 2x3 l l 7-0.0 13-8-0 i 20-4-0 27-0-0 34-0-0 7-0.0 6-8-0 60a 6-8-0 7-0-0 Plate Offsets X Y : 3:0-5-0 0-2-0 5:0-3-0 Ed a 7:0-5-0 0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) 0.74 12-13 >537 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -1.05 12-13 >381 240 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(TL) 0.20 8 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 297 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc puffins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-12 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=2579/0-8-0 (min. 0-1-8), 8=2579/0-8-0 (min. 0-1-8) Max Horz 2=77(LC 5) Max Uplift 2=-1908(LC 3), 8=-1908(LC 4) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=6942/4936, 3-4=-9445/6777, 4-5=-9443/6776, 5-6=-9443/6776, 6-7=-9444/6775, 7-8=6942/4937 BOT CHORD 2-15=-4605/6496, 14-15=-4625/6539, 13-14=-4625/6539, 12-13=-6656/9445, 11-12=-4568/6539, 10-11=-4568/6539, 8-10=-4548/6497 WEBS 3-15=-329/693, 3-13=-2237/3219, 4-13=-797/835, 6-12=-776/826, 7-12=-2235/3217, 7-10=-329/693 NOTES 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: %J1111111f111 J 0.R�''l j Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. C fO Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. ♦ �_.' C E N S�'• ''ice Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. ,,.� �\ 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 1 6 3) Unbalanced roof live loads have been considered for this design, r :• ; i ; ; / 1/[ 4) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 P 5) Provide adequate drainage to water ®� '✓� prevent ponding. 6) This truss has been designed for 10.0 bottom chord live load any live loads. a psf nonconcurrent with other ` 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. • �, Q •� �; (Q between the bottom chord and any other members. ♦♦ c� •� R 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1908 lb uplift at joint 2 and 1908 lb uplift at ♦\`S • • • • • • • • •f• joint 8. 9) Girder carries hip end with 7-0-0 end setback.fill III, 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 475 lb down and 384 lb up at 2740-0, and 475 lb down and 384 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. FL Cert. 6634 LOAD CASE(S) Standard July 28,2011 Continued on page 2 WARNING - VeHb design parameters and READ NOTES ON THIS AND DPCLUDED AUTEICREPERENCE PAGE KU-7473 rev, 70--'OS BEPORE 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, paramenters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown -pq• is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the Iyl)1y ek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding ,o - fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality CrBerla, DSB.89 and BCS18uilding Component 6904 Parke East Blvd. Safety Intormallon available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tamna. FL 33610-411. Type Ply I Carlton w/ Sitting no Front Porch 313 Truss Inc., Fort Pierce FI. 34982 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-7=-113(1`=59), 7-9=54, 2-15=-20, 10-15=-42(F=-22), 8-10=-20 Concentrated Loads (lb) Vert: 15=-475(F) 10=-475(F) 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 2810:32:02 2011 Page ID:m38Z622g6vo6DQ5uA0oxkKyuGDz-19Zmkeg7AnboOzwEADBGAsAZlkkvno9zTThidOytaEl kL WARNING - Vert, flj design pammeters and READ NOTES ON 77IIS AND INCLUDED BIITEX REPERENCE PAGE MI.7473 rev. 10-'08 BEPORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and Is foron Individual building component. Applicability of design poramenters 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 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criledo, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. FL Cert. 6634 July 28,2011 MIT i�qq/ yYs iYl etc 6904 Parke East Blvd. Tampa. Fl- 33610-4115 1313 Truss Inc., Fort Pierce FI. 34982 Type )TRUSS Ply I Carlton w! Sitting no Front Porch T413631 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 2810:32:02 2011 ( -1-0-0 i 1-0-0 1-0-0 1-0-0 3x4 = Scale = 1:6.2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TP12002 CSI TC 0.17 BC 0.01 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(TL) -0.00 Horz(TL) -0.00 (loc) I/deft L/d 2 >999 360 2 >999 240 3 n/a n/a PLATES GRIP MT20 2441190 Weight: 5 lb FT = O% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizes and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation u' e REACTIONS (lb/size) 2=125/0-8-0 (min. 0-1-8), 4=9/Mechanical, 3=-8/Mechanical Max Horz 2=53(LC 3) Refer to MiTek'TOE-NAIL" Detail for connection to supporting Max Uplift2=-176(LC 3), 3=-B(LC 1) carrier truss (typ all applicable jacks on this job). Max Grav 2=125(LC 1). 4=18(LC 2), 3=31(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 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 5) Provide girder(s) dr ovidmechanicalconnecti ntruss to Nss tl(by others) truss to bearing plate capable of withstanding 176 lb uplift at joint 2 and 8 lb uplift at joint 3. ` 0 ��1 LOAD CASE(S) Standard E •7` v r'��,, r�••• SATE OF :�411® % 1ill 0 N A`00 FL Cert. 6634 July 28,2011 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED A17TBKREFERENCE PAGE1dII-747a rev. 10209 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 paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown ��piy,� is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is }he responslbillity of the Mi el erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingainara- 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 22314. Tamaa. FL 33610-4115 f Truss Truss Type city Ply Carlton w/ Sitting no Front Porch 1313 �J2 MONO TRUSS 4 1 1 T413631 Truss Inc., Fort Pierce Fl. 34982 1-0-0 2-0-0 3x4 = 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 2810:32:03 2011 Page Scale = 1:7.9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC20071TP12002 CSI TC 0.17 BC 0.06 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(TL) -0.00 Horz(TL) -0.00 (loc) I/deft Ud 2 >999 360 2-4 >999 240 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 8 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2 X 4 SYP 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=145/0-8-0 (min. 0-1-8), 4=19/Mechanical, 3=36/Mechanical Max Horz 2=74(LC 3) Max Uplift2=165(LC 3), 3=-35(LC 4) Max Grav 2=145(LC 1), 4=39(LC 2), 3=36(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed, for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. er truss to truss �„� l ��rl 5) Provide mechanicalrconnection b others) truss to bearing late capable of withstanding 165 lb uplift at joint (Y ) 9P P 9 P 1 2 and 35 lb uplift at joint 3. eeti`�ti 1 P 1 i � ©� LOAD CASE(S) Standard FL Cert. 6634 July 28,2011 �WARNINO•Vertf design parameters arrdREADNOTES ON TXISAND INUTMED PIITEKRBPSRENCEPAGEL771.7473 rep. 10-'08 DRPORE USK Design valid for use only with Mnek connectors. This design Is based only upon parameters shown, and is for an individual building component. f Applicability of design paramenters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown �-/•Y Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillily 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 6CSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 I, Truss Truss Type Qty Ply Carlton w/ Sitting no Front Porch T413631 1313 �J3 MONO TRUSS 4 1 Truss Inc., Fort Pierce FI. 34982 1-0-0 3-0-0 3x4 = 3-0-0 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 2810:32:03 2011 Scale = 1:9.6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.26 BC 0.12 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(TL) -0.01 Horz(TL) -0.00 (loc) I/deft L/d 2-4 >999 360 2-4 >999 240 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP 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=53/Mechanical, 2=187/0-8-0 (min. 0-1-8), 4=26/Mechanical Max Horz 2=94(LC 3) Max Uplift3=-52(LC 3), 2=-205(LC 3) Max Grav3=53(LC 1). 2=187(LC 1), 4=53(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 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. Refer truss to ss e,01 5) Provide mlechanicalrconnecti nN b others) truss to bearing late capable of withstanding 52 lb uplift at joint (Y ) 9P P 9 P 1 3 and 205 lb uplift at joint 2. �i,,,, 1 P 1 LOAD CASE(S) Standard FL Cert. 6634 July 28,2011 WARN/NG • Verify design parameters and READ NOTES ON THIS AND INCLUDED DOTEKRGFRRENCB PAGE B11.7473 rev, 10-'08 DMORS USE, N a Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. .ice` Applicability of design paramenters 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 MiTeW erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding row R,o P fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIT Quality CrBedo, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Fl. 33610-4115 s Truss Truss Type Qty Ply Carlton w/ Sitting no Front Porch T4136316 1313 �J4 MONO TRUSS 4 1 Truss Inc., Fort Pierce FI.34982 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 2810:32:04 2011 1-0-0 4-0-0 Scale = 1:11.2 3x4 = SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP Plates Increase 1.25 TC 0.26 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 Lumber Increase 1.25 BC 0.22 Vert(TL) -0.03 2-4 >999 240 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a Code FBC2007/rP12002 (Matrix) Weight: 14 lb FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 REACTIONS (lb/size) 3=85/Mechanical, 2=219/0-8-0 (min. 0-1-8), 4=36/Mechanical Max Horz 2=115(LC 3) Max Uplift3=-91(LC 3), 2=-217(LC 3) Max Grav 3=85(LC 1), 2=219(LC 1), 4=73(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 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 uide NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. er to truss to truss ions. 111 5) Provide mledchanicalrconnection b others) truss to bearing late capable of withstanding 91 lb uplift at joint 3 and 217 lb uplift at 2. 0�`6 1' 10 f�dll0 (Y ) 9P P 9 P 1 P 1 LOAD CASE(S) Standard •`���'•'�G•E'NS`'h 6 cc �� SIATE OF .'�� oo '''js N Ao �; •�' FL Cert. 6634 July 28,2011 ®WARNING, Verify designparametersandREADNOTESONTHISANDINCLUDED b11TEKREFERENCEPAGE14TI-7473rev, 10•'OSBEFOREUSE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component.s�r Applicability of design paromeniers 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 „ ,o fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPII Qualfly CrBerla, DSB-89 and SCSI 6u0ding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 1313 Type ) TRUSS Carlton w/ Sitting no Front Porch T41363171 Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 2810:32:04 2011 ID: iSGJXk3xeW3gSkFH IRrPplyuGDx-zXgW9KsNiOrWdH4dleEaGH F_WYXW FcgGwn4oi 1-O-0 5-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 3x4 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007frPI2002 LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 Scale = 1:12.9 CSI DEFL in (loc) I/deft Ud PLATES GRIP TC 0.39 Vert(LL) -0.03 24 >999 360 MT20 2441190 BC 0.36 Vert(TL) -0.07 24 >809 240 , WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 17 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 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=114/Mechanical, 2=254/0-8-0 (min. 0-1-8), 4=46/Mechanical Max Horz 2=136(LC 3) Max Uplift3=-127(LC 3), 2=-233(LC 3) Max Grav 3=114(LC 1), 2=254(LC 1), 4=93(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 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 127 lb uplift at joint 3 and 233 lb uplift at join 2. LOAD CASE(S) Standard FL Cert. 6634 July 28,2011 WARNING, Vero design parameters and READ NOTES ONTHISANDINCLUDEDbITTEKREPERENCEPAGE Affl-7473rev,ZO-V81RUOREUSE. *La Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. a Applicability of design paramenters and proper incorporation of component 8 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 responsiblllity of the MOW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding emrcn,o —.— fabrication. - fabrication, quality control, storage, delivery, erection and bracing, consult ANSIITP11 QuoUty CrIleda, DSB-87 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 1313 Type )TRUSS Ply I Carlton w/ Silting no Front Porch T413631 Truss Inc., Fort Pierce Fl. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 2810:32:05 2011 ID: iSGJXk3xeW3gSkFHIRrPplyuGDx-RkEuNgsOTizNFRfprLlpoUo6XygT_HyP9RgM 6-0-0 1-0-0 6-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 3x4 = SPACING 2-0-0 CSI Plates Increase 1.25 TC 0.63 Lumber Increase 1.25 BC 0.53 Rep Stress Incr YES WB 0.00 Code FBC2007ITP12002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 REACTIONS (lb/size) 3=143/Mechanical, 2=289/0-8-0 (min. 0-1-8), 4=56/Mechanical Max Horz 2=157(LC 3) Max Uplift3=-161(LC 3), 2=-250(LC 3) Max Grav 3=143(LC 1), 2=289(LC 1). 4=113(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:14.5 DEFL in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.06 2-4 >999 360 MT20 244/190 Vert(TL) -0.15 2-4 >450 240 Horz(TL) -0.00 3 n/a n/a Weight: 20 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer st I a io u'de NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 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 161 lb uplift at joint 3 and 250 lb uplift at join 2. LOAD CASE(S) Standard Jfll0 )1JPI , f� r—rs31 `' 6 — ®p �•I AT E OF44/ ' FL Cert. 6634 July 28,2011 WARNING Verlfy design parameters and READ NOTES ONTWSAND 167CLUDED NITEKREFRRENCE PAGE 1111,7473 rev, 1O.'08 BEFORE USE, VLA"y Design valid for use any with Mlrek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown q 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 o ro a - fabrication, quality control, storage. delivery, erection and bracing, consult ANSIAPII Quality CrBeda, 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 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Plilic: rlton w/ Sitting no Front Porch T4136319 M11313 J7 MONO TRUSS 11 Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 28 10:32:05 2011 Page �I d LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 1-0-0 7-0-0 3x4 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TP12002 LUMBER TOP CHORD 2 X 4 SYP M 30 BOT CHORD 2 X 4 SYP No.3 Scale: 3/4"=1' CSI DEFL in (loc) I/defl L/d PLATES GRIP TC 0.38 Vert(LL) -0.12 24 >688 360 MT20 244/190 BC 0.74 Vert(TL) -0.29 24 >275 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 23 lb FT = O% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. 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 u' e REACTIONS (lb/size) 3=172/Mechanical, 2=324/0-8-0 (min. 0-1-8), 4=66/Mechanical Max Horz 2=178(LC 3) Max Uplift3=-194(LC 3), 2=-269(LC 3) Max Gray 3=172(LC 1), 2=324(LC 1), 4=133(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 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 194 lb uplift at joint 3 and 269 lb uplift at join 2. LOAD CASE(S) Standard t AT E OF .4 . 1 FL Cert. 6634 July 28,2011', A WARNING - Ver(f)/ design parameters and READ NOTES ON 7711S AND INCLUDED bffTEKRBFERENCE PAGE h1r1.7473 rao, 10-'08 BEFORE USE. Design valid for use only with Wek connectors. This design is based only upon parametersshown, and is for an individual building component. Applicability of design paramenters 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 responsiblllity of the MiTelc erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding rvwcn+ovcnvcaw.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSVIPll Quality Criteria, DSB-89 and SCSI building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610.4115 Job Truss Truss Type Oty Ply Carlton w/ Sitting no Front Porch T4136320 M11313 JB MONO TRUSS 10 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 2810:32:06 2011 Page LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 1-0-0 8-0-0 3x4 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007ITP12002 LUMBER TOP CHORD 2 X 4 SYP M 31 BOT CHORD 2 X 4 SYP M 31 Scale = 1:17.7 CSI DEFL in (loc) I/deft Ud PLATES GRIP TC 0.37 Vert(LL) -0.15 2-4 >613 360 MT20 2441190 BC 0.29 Vert(TL) -0.37 2-4 >245 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 26 lb FT = 0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide, REACTIONS (lb/size) 3=200/Mechanical, 2=360/0-8-0 (min. 0-1-8), 4=76/Mechanical Max Horz 2=199(LC 3) Max Uplift3=-227(LC 3), 2=-288(LC 3) Max Grav 3=200(LC 1), 2=360(LC 1). 4=153(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf,, h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 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 227 Ib uplift at joint 3 and 288 lb uplift atjoin 2. LOAD CASE(S) Standard FL Cert. 6634 July 28,2011 A WARNING - Verti,Jjl design pararnatery and READ ArOTRS ON 7WIS AND rNCLUDED A77773KREFERENCE PAGE A9'I.7473 rev. 10-'08 REPORE USE. ���� Design valid for use only with M7ek connectors. This design Is based only upon parameters shown, and is for an individual building component. t_—i,l Applicability of design paromenters and proper incorporation of component is responsiblity 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 MiTeli erector. Addi Tonal permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding w m -- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/71`11 Quality Criteria, DSB-89 and Ill t ultding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Fl- 33610-4115 Job Truss Truss Type Qty Ply Carlton w/ Sitting no Front Porch T4136321 M11313 KJ7 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 28 10:32:06 2011 Page ID:Aeghk44ZPq Bh4 ugTs9MeMzyuG Dw-vwoHaOte E?6EtbE?P2G2LiLLnM Dljh9ZO5Zvm9ytaE 6-11-1 9-10-1 6-11-1 2-11-0 Scale = 1:20.8 4 2.83 12 3x4 3 N 6 2 1 7 6 2x3 5 3x4 = 3x4 = 6.11-1 9-10-1 6-11-1 2-11-0 Plate Offsets X Y : 6:0-0-4 0-1-8 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.04 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.11 2-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 38 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP 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=108/Mechanical, 2=388/0-11-5 (min. 0-1-8), 6=474/Mechanical Max Horz 2=213(LC 3) Max Uplift4=-126(LC 3), 2=-322(LC 3), 6=-284(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-765/357 BOT CHORD 2-7=493/718, 6-7=-493/718 WEBS 3-7=0/284, 3-6=-836/574 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. Il; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,%�'! 1/1111111 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 0%% Q n III between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. \� • • E•N 5) Provide truss to bearing capable of withstanding 126 lb uplift at joint `o� C 4, 322 lb uplift at joint 2 '•\.� S� •• �Z �s mechanical connection (by others) of plate ti Q� and 284 lb uplift at joint 6. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). - .� 3 1 ' 6 • ��: ~ �X LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) r ;� (U SWAT E OF Vert: 1-8=-54 Trapezoidal Loads (plf) Vert: 8=0(F=27, B=27)-to-4=-133(F=-39, B=-39), 2=-2(F=9, B=9)-to-5=-49(F=-15, B=-15) �•.�` rd`fi40 l Q,•' j� �\ `10 .,ISS ��,`�• eO N A_ FL Cert. 6634 July 28,2011 a WARNING =Vert, jb design parameters andREAD N0785 ON 7WtS 6ND INCLUDED hIITEKREFSRSNCS P6GE 1rI71 -7473 ren, 10-IDS BEFORS [15E. t 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 paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown L-�►• is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the IYI(TW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding pa— —vcwro _ fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/711 Quality Criteria, DSB-89 and BCSI BuBding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 336104115 Job Truss Truss Type Qty Ply Carlton w/ Sitting no Front Porch T4136322 M11313 KJ8 MONO TRUSS 2 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 2810:32:07 2011 Page I D: erN4yQ5BA7JYh2Pf PsttvAyuGDv-N6MfnMuG?J E5V IpCzmn HtvtV5lYtS5BiclJTlbytaE 7-3-4 11-3-0 1-5-0 7-3-4 3-11-12 Scale = 1:20.5 4 2.83 12 3x4 3 8 2 7 6 3x4 = 2x3 I i 5 3x4 = i 7-3-4 11-3-0 7-3-4 3-11-12 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) -0.05 2-7 >999 360 MT2O 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.14 2-7 >906 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2OO7/TPI2OO2 (Matrix) Weight: 44 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. WEBS 2 X 4 SYP 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=202/Mechanical, 2=480/0-11-5 (min. 0-1-8), 6=563/Mechanical Max Horz 2=27O(LC 3) Max Uplift4=-229(LC 3), 2=-373(LC 3), 6=-318(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1118/560 BOT CHORD 2-7=-746/1060, 6-7=-746/1060 WEBS 3-7=0/331, 3-6=1164/819 NOTES 1) Wind: ASCE 7-05; 14Omph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 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 2O.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. 1 01�7 4) Refer to girder(s) for truss to truss connections.. +`+ lQ �`n'•f0 N 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint and 318 lb uplift at joint 6. 4, 373 lb uplift at joint 2 �.'' �,\ C E N S� •' �f� �i® .``� Q // 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). : "r •, e. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:1-8=54 ;/ O F Trapezoidal Loads (pit) Vert: 8=O(F=27, B=27)-to-4=-152(F=49, B=49), 2=-2(F=9, B=9)-to-5=-56(F=-18, 8=-18) '••.T'.�iC` P C\�; A' E\J++++ FL Cert. 6634 July 28,2011 WARNING � Verify design parameters and READ NOTES ON TABSAND fNCLUDED AUTEKREPERENCE PAGEL97-7473 rev, ZO-VSBEFORE USE. * a Design valid for use only with MiTek connectors. This design is based any upon parameters shown, and is for an Individual building component. • C` Applicabifty of design paromenters 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/TPll Quality Criteria, DSO.89 and OCSI Dundinp Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, Fl. 33610-4115 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/a Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal orX-bracing, is always required. See BCSI. 1 „ 2. Truss bracing must be designed by an engineer. For 1 2 3 wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator T TOP CHORDS bracing should be considered. C12 C2-3 WEBS e34 4 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. For 4 x 2 orientation, locate � m o b �•� ��� 3 O 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and U ab = 'u all other interested plates 0-'nd' from outside o- s' U parties. edge Of frUSS. O 5. Cut members to bear tightly against each other. 77-8 csa cs-a BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. "Plate location details available in MiTek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION [CC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR-131 1, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 95-43, 96-31 , 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek@ All Rights Reserved 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. reaction section indicates joint number where bearings occur. 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 Industry Standards: project engineer before use. ANSI/TPI l : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing.N Ta is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER Ta PERFORM.'" ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 e OFFICE USE ONLY:qq DATE FILED: 1';') L REVISION FEE:'—e­%� PERMIT. # \ \3n RECEIPT # ST. LUCIE COUNTY PUBLIC WORKS DEPARTMENT CODE COMPLIANCE DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PE % isifts PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 2. 4. DETAILED DESCRIPTION OF PROJECT REVI IONS: CONTRACTOR INFORMATION: �o ST. of FL REGJCERT. # _CGC 0 3 5 9 9 ST. LUCIE CTY. CERT. #. 0 8 8 9 8 BUSINESS NAME: Wynne Development Corporation QUALIFIERS NAME: Matthew Lyle Wynne ADDRESS: 8000 South U.S. Hwy. 1 Suite 402 CITY: Port St. Lucie STATE: FL. ZIP: 3499� PHONE (DAYTIME): (7 7 2) 8 7 8- 5 51 3 FAX: (7 7 2) 8 7 8- 7 6 5 6 OWNER/BUILDER INFORMATION: NAME: Wynne Building Corporation ADDRESS: 8000 South U.S. Hwy. 1 Suite 402 CITY: Port St. Lucie STATE: FL. ZIP: 34952 PHONE/CELL: (772)878-5513 FAX: (772)878-7656 5. ARCHITECT/ENGINEER INFORMATION: NAME: Braden & Braden ADDRESS: 417 Coconut Ave. CITY: Stuart STATE: FL._ ZIP: -14996 PHONE (DAYTIME): 7- 8 2 5 8 FAX: (7 7 2) 2 8 7- 8 2 5 8 ON 4 13 tS rJ4 u L-J AS MIN. SETBACK REQ. FRONT SIDES IC CNR SIDE REAR L j1 ZNG. 0 r� t" 3` CD TYPE OF SURVEY. -I BOUNDARY I PLOT PLAN I U C TIE IN I FINAL I TOPOGRAPHIC COMPLETED ON: 11-30-11 DESCRIPTION: SURVEYORS NOTES: BEING ALL OF 13953 CANCUN AVENUE, 30 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE OF THE UNRECORDED PLAT OF FAIRWAYS SHOWN HEREON. OF ST. LUCIE COUNTY, FLORIDA. tZ 41. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. Zto 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: 12111 CO065 F , EFFECTIVE DATE JUNE 30, 1999. r- 4..FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE = FINISHED FLOOR ELEVATION 0 SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY V ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE _ 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE 15 a CENTERLINE OF SINSONTE COURT HAVING AN ASSUMED SF = SQUARE FOOT BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT A = DELTA OF CURVE OF FAIRWAYS, OF ST. LUCIE COUNY, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED 30 SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. t CANCUN AVENUE ' 20' PAVED ROAD p��? �_45 _ n; SITE BENCKMARK ELEVATION= 24.04 ASSUMED 13953 CANCUN AVENUE SCALE: 1"=30' ALEXANDER J. PIAZZA PSK INC. DATE: 8-01-11 Surveying • Mapping " Consulting 619 SW Biltmore Street DRAWN: AJP Port St. Lucie, Florida 34983 JOB NO.: ® Phone: (772) 340-7770 11-1 229 LBf7280 Fax: (772) 340-2250 DATE: REVISIONS: PERMIT #: /M ;7 --- O l ?� l eC°. U� , w LAST FIELD DATE: 11-30-11 CERTIFIED TO: WYNNE BUILDING CORPORATION I hereby certify that ,the surveyshown`hEican is tr%e and correct and is based on actual measeuremenia takoi is the field. This survey nets -the Minirri.4n;Technical• S ardards of Chapter 51017 Florida odninistrative ode. = _ ALE?(AI40PIQ .;, PIAtI�r •�V Professional Surreyor do 'Mapper Florida CertificateNo.:, 9330 K:\BUILDERS\DWG2011\DWG\11-1229.dwq, 12/1/20117:44:09 AM