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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE SECTION I ZONING I FLOOD ZONE CONST TYPE WATER Y .ONL _ TOWNSHIP RANGE MAP NO. LAND USE I Y/ 1) I LOT CVG % I I TAZ NO. FIRM MAP # 1ST FLR ELV MAX HGT OCCUP TYPE MAX OCCUP # OF FLRS SEWER I I SPRINKLERS I I STORMWATER LOT OF REC (before 1/90) LOT OF REC 1/90) I LOT SPLIT REQUIRED ADMINST VARIANCE IMPACT LIBRARff PARKS IMPACT FEE REPORT CODE PUBLIC IMPACT HABITABLE AREA SCHOOL IMPACT FEE GROSS ROAD IMPACT FEE DUE CREDIT SCHOOL IMPACT FEE CREDIT Y N = - POLICE FEE FIRE FEE MISC FEE ADDITIONAL Y N SPECIFY PERMITS REQUIRED REVIEWS ZONING ZONING PLANS MISc. REVIEWED BY EXAMING DAMPLETE %� 3( &0 /j CO I l INITIALS LOT SPLIT APPROVED PERMIT FEE RADON FEE Y I N TOTAL ROAD IMPACT FEE TOTAL SCHOOL IMPACT FEE TOTAL POLICE/FM.E MISC FEES TOTAL of ALL FEES VEGETATION SEA TURTLE MANGROVE s I� 5)l 3 DATE FILED: [ p� ERMIT NUMBER: PLAN REVIEW FEE: --f� RECEIPT NO.: CONCURRENCY FEE: i RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED JC,�E CpG St. Lucie County Building and Zoning 23o0 Virginia Avenue SCANNED ..c 0' p Ft. Pierce, FL 34982-5652 �oR�o BY 772-462-1553 St. Lucie County. _ APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION I. LOCATION/SITE ADDRESS: O 2_ S/D NAME: S pa SITE PLAN NAME: 3. PROPERTY TAX ID #: • �nct-i on 7F Tnwnsbi ja anr7 4. LEGAL DESCRIPTION (attach extra sheets if necessary): - - Ra LOT 5. PLAT 6. PAGE (1T NO. BLOCK o . NO. BOOK NO. 9. PARCEL SIZE: ACRES/SQ FT. LOT DINIENSIONS 10. DESCRIPTION OF CONSTRUCTION PROJECTOR WORK Ct ACTIVITY: Single family iesldenGe 11. SETBACKS (ACTUAL) FRONT: Q\BACK: \` SIIDE T \ C ` ID all appropriate TI ( Check ppriate boxes) P C U ON 12. TYPE OF CONSTRUCTION OVATIOI` N ION ] /AD D TT [ INTERIOR RE XPANSI ON k] NEW CONSTRUCTION COMMERCIAL [..c:] INDUSTRIAL ] RESIDENTIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: 15. Sq. Ft. 1 st Floor: 14. . Sq. FUCONSTRUCTION: /i 16. VALUE OF CONSTRUCTION: $ The value of construction is used to determine the amount of permit fees to be assessed. SL Lucie County reserves the right to question and/or modify the indicate e not consistent with similar types of c6nstruction activities. If the value is $2500 or more, a value of construction if it is demonstrated that the submitted figures ar RECORDED Notice of commencement must be submitted with this application. SLCCDV Form No.: 001-02 1. CERTIFICATIC-4: OWNER INFORMATION NAME: } ADDRESS: aQ_QQ 11S1r S„i:-A 407 CITY: p_ rt— lit Luci- STATE: FL ZIP 34952 PHONE (DAYTIME): (7=) A 7 A 551 3 email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAMEAND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: PHONE (DAYTRYIE): CONTRACTOR INFORMATION STATE: ZIP ST. of FL REG./CERT #: Mr-0 3 5 9 9 ST. LUCIE COUNTY CERT #: n R uu a g BUSINESS NAME: Wynne Development Corporation QUALIFIERSNAME: ,* ;; J- t- t=w T Nz1 a W V n n a ADDRESS: A000 S �US1 , Suite 40 CITY: Pnrt St _ T. i _i e STATE: FT. ZIP PHONE (DAYTIME): (7-7-2 R 7 8— 5 5 13 FAX NO. (7 :7 2) st 7 s3 _ 7 6 5 6 email: ARCHITIENGINEER: R ra d e n A Braden ADDRESS: 417 ro on Av CITY: stir STATE: rT ZIP 34996 PHONE (DAYTIME): (_) BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY-- STATE: STATE: ZIP VAN IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of ca] if applicable, for the permitted work. I certify that no work or installation has commenced prior, to the issuance of a permit and t work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate p may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TA AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. The following building permit applications are exempt from undergoing a full concurrency review: room additions, acce structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another 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 BEFORI RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TIT AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHEL CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJ TO ATTACHMENT. OWNER'S AF I certify that all the foregoing information is accurate and that all work will b one in compli with all applicable laws regulating construction and zoning. -O�Ca .'- •�SIGT'URg - ----- - ---- O., ,ACTOR`' - I , 3-•..,-�. ----- a GNAT STATE OF FLORIDA STATE OF FLORIDA COUNTY OF :G t T.,, c i e COUNTY OF �G t, The foregoing instrument was acknowledged before me this lat day of MArrh .2013by la t t- h e W br— ga y ynff4o i ersonall own to who has produced as identification. ignature of Notary The foregoing instrument was acknowledged before me this J_atday of Marr• 1,20 Matthew T.Ui eyg1rna, who i ersonally cl own to m or who has produced as — identification - Signature of Notary Susan Magpe .Su. -;an MgpP Type or Print N T e or Print Name of Notary SUSANMAGEE SUSANMAGEE ,r MY �lpION # EE 037286 '{ f Commission No. _ . . _ _'*; MY COMMISSION # FEmtea�iss' n No. (Seal) ^, bruary 23, 2015 , .- EXPIRES: February 23, 2015 pfOO- Bonded 7hru Notary Public Underwdters %�) of �q.• Bonded Thru Not Public Underwriters NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING THIS BUILING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION. For specific instructions see appropriate permit checklist. JOSEPH E. SMITH, CLEPK-^F THE CIRCUIT COURT - SAINT LUCIE C" 'Y FILE # 3809885 OR Bl' 3493 PAGE 2782, Recorded 03/12/201'., a 10:44 AM AFTER RECORDING -RETURN T0: PERMITNUMBER: fl:i,nnn:ei+n•s,v,W fi.r r..mrJiip; Tales �• J •r 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 PROPERXY (Lagal description and street address) TAX FOLIO NUMBER--3 414 — 50 1 —1 7 01 — 0 0 09. SUBDMSIONSpanish -L-aice-S 1:BibciC TRACT LOT BLDG llNTT -!Z2 \`�� l-. `"�� Section 26. Township i6s Range 40Fd - 2. GENERAL DESCRIPTION OF IMPROVEMENT: single family residence 3. OWNER INFORMATION: a. Name Wes n o A i i 1 a' 9 r" r Po r a t 1 ern b.Address 8000 S. US1 Suite 402, PSL, FL 34952 c.interest inproperty nd. Name and address of fee simple titleholder (if other than owner) (IiJ/ 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S US1 Suite 402 PSL FL 34952 772-R7R-5513 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: M 7. Persons within the Slate of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.J 3 (1)(a) 7., Florida Statutes: Doug .Brantley 1 Silver Oak Dr. PSL, FL. 201-8418 r NAME, ADDRESS AND PHONE NUMBER: _ n S. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section (AFlorida Statutes: 713.1E � NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) ; 20_ WARNLNG TO OWNER ANY PAYMENTS MADE By THE OWNER AFTER THE EXPERATION OF THE NOTICE OF COMMENCEMENT rARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713 PART I SECTION 713 13 FLORIDA STAntTEc AND CAN- R SUET 0' Matthew Lyle Wynne Vice -President Signature of Owner or Print Name and Provide Signatory's Title/Office Owner's Authorized O(Ttcer/Director/Partner/Manager State of Florida County of S t- _ Lurie The foregoing instrument was acknowledged before me this 1 at day of Ma r•rh .20 1 T By Matthew Lyle Wynne as_- (Name of person) (Type of authority ... e.g: Owner, officer, trustee, attorney in fact) For Wynne Building Corporation (Name of party on behalf of whom instrument was executed) Personally Known X or produced the following type of iD: 4ftlo' SUSAN MAOEE My COMMISSION I EE LL"W c„�ran Mage EXPIRES: February23,2015 (Printed Name of Notary Public) ( ature of Notary Public) (St' I "5oiWT-NotW1'P kUnd.- r,M Under penalties of perjury, f declare th I have read the foregoing and that the facts in it are true to the best of my knowledge and belief (section 92.525, Florid lalu _ Si wner(s) or Owner(s)' Authorized Officer/Director/Pariner/Manager who signed above: By: BJol R— 0513041007(it—di^r) STAVE OF FLORIDA, ST. LOCIF CourY TUIliLt if: TA It DT tcv'ru AY vrtin ss a 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.3��t��-a L• ���`" e Part of 3414-501-1701-000/9- Section 26, Township 36s & Range 40E (Tax ID/Legal description/Address) 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 gidlitillg this permit for the developl1jr-ilt Of this pjUprjty, St. LU61- eU1111ty iS JJe L"'er obliged nor liable to provide for, or maintain in any form, adequate drainage off Trey property which will not adversely affect the immediate community. Matthew Lyle Wynne Property Owner Name Wt��'nex �IgaL; Date STATE OF FLOR.IDA, COUNTY OF S t_ Lucie ACKNOWLEDGED BEFORE ME THIS lst DAY OF March .20 13 k:� By -Matthew Lyle Wynne WHO IS PERSONALLY KNOWN OMEORWHOHASPROOUCCD AS IDENTIFICATION. Susan Magee SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (SCAL) NOTARY PUBLIC TITLE susAN MAGEE NlY G(JfJfPrS!SSiON # EE 037266 EXPIRE& Fobruai 23, 2015 Untied Thru Notary Pubfto Underwriters COMMISSION NUMBER St. Lucie County Building •& Zoning 2300 Virginia Ave F�p�1O_ Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY . Wynne Building Corporation Will be using the following sub-contractorsfor•the (Company/Individual Name) / (� 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 Lindquist Plumbing & Supply Co. 19150 CFC057672 HVAC/ Comfbrt Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing, LLC RC29027087. Gas PERMIT I I ISSUE DA NUMBER: G ST. LUCIE COUNTY PUBLIC WORKS BUILDING &ZONING DEPARTMENT . OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: CQ State of Florida Certification Number (If applicable): d0 0 9 62 -- S -4- W E to r_6 ^C have agreed to be the (Company Name/Individual Name) L e, le C 7 r ca l sub -contractor for ✓j 1% D {r!( (Type of Trade) (Primary Contractor) for the project located at �j � 4SA\�_t< (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) ORIGINNAL SIGNATURES ARE REQUIRED SIGNATURE PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: —77a — qL 4 — !o `�10 6 email: OFFICE USE ONLY: PERMIT # ISSUE DATE COUNTY ' E L 0 R I D A PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): 26901 CFC1428458 Lindquist Plumbing - have agreed to be the (Company Name/Individual Name) Plumbing sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) �-� ��\� for the project located at C�a:Vt-_- (Project Street Address or Property Tax ID #) It isiind rc ocd 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 SIGNATURE Business Name: Address: City/State/Zip: Phone: Wade Case PRINT NAME Lindquist Plumbing & Supply co-, Inc. 3185 Sneed Road Fort Pierce, Fl. 34945 DATE 461-1969 email: lindquistplumbing@ymail.com r%1V-VY1-m-V TTQ 11NT .V PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT .'`fORIOP'. BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 8 2 8 R State of Florida Certification Number (If applicable): CAC 0243 79 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 n�rm ion 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 Barry eA PRINT NAME Zimmerman DATE Business ame: Comfort Control of St. Lucie County, Inc. Address: 1 r; 01 Bi l tmore Ri rePt City/State/Zip: Port- S_ T.ue i e, FT. _ '3 4 9 A 3 Phone: -(7 7 2) 7 8 5— 9 01 0 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST.,LUCIE COUNTY PUBLIC WORKS . BUILDING & ZONING DEPARTMENT- ' ��ORIDP' BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19496 State of Florida Certification Number (If applicable): R C 2 9 0 2 7 0 8 7 have agreed to be the (Company Name/IndividualName) Roofing sub-contractorfor Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at Q� 6--� `\ems (Project Street Address or \C, 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 11EQUIRED $Tian Malonpy ✓ �\\� IGNA PRINT NAME DATE Business Name: Treasure Coast Roofing, LLC Address: 1 81 h S W R i 1 t- m n r P S t City/State/Zip: Port S t.' L u c i e, FL. 34984 .Phone: (772) 343-8308 email: OFFICE USE ONLY: PERMIT # ISSUE DATE 2009IN�'FIAT��dAL Plan Revlew D'?�O Date l ESWE � ' Conk® 1/a�uation F®Hmom® �Ic��T.i- 7y, 5 �,a,.s° �s -�.y�. T,� �,�,`''i t`�..e. •ry ,,�'t�" r �ksa�� J r r 1�1'�ly'(' £y�`G^�� §'�'�s.r .,�.Y-+� �1n o 'S. J 4 - �. "'n 14�(• i i5 �-'d� e S 2 lo� J _' .. j u*� r""h-ey�l d ✓ �. tr, .nr a• r x�'' 'x ..A'�.'r'���. CORRECTION LIST Code No. DESCRIPTION Section L ISBN 978-1-58001-951-4 91111111111111g1111 �li 1111111 INTERNATIONAL CODE COUNCIL° 06/10 CORRECTION LIST Code No. DESCRIPTION Section -2- NOTE: Entries to this Plan Review Record that require a field check or Inspection of the Installation must be coordinated with the Inspection phase (R109) of the project. BUILDING PLANNING (Chapter 3) 302 3 DESIGN CRITERIA [Table R301.2(1)] Floor live load (Table R301.5) ps Roof live load (Table R301.6) ps Ground snow load ps Basic wind speed mph Wind exposure category (R301.2.1.4) High wind design criteria applicable / (R301.2.1.1) I/ Seismic design category (SDC) [Figure R301.2(2)] SDC C&D provisions (R301.2.2) Weathering Frost line depth Termite area Decay area Winter design temperature Ice barrier underlayment required Flood hazards (V Exterior walls (R302.1, Table R302.1) Townhouse separation (R302.2) Continuity and structural independence (R302.2.1, R302.2.4) Parapets and construction (R302.2.2, R302.2.3) ---'<+� Two-family dwelling separation (R ) f Dwelling unit penetrations (R302.4) f f Dwelling/garage opening/penetration protec- tion (R302.5) l/Dwelling/garage fire separation (R302.6) Under -stair protection (R302.7) V Wall and ceili finishes (R302.9) ROOM PLANNING REQUIREMENTS (R303 through R305) '- Flame spread index (R302.9.1) Smoke -developed index (R302.9.2) Testing (R302.9.3, FR302.9.4) t0 Insulatio7rF0:,ame 10) spread/smoke-developed �R302.10.1, R302.10.2) Cellulose loose -fill and exposed attic insulation (R302.10.3, A/^I V Testing (R302.10.5) ireblocking (R302.11) �Draftstopping (R302.12) V Combustible insulation clearance (R302.13) Use Area ft2 Width Average ceilin t Minimum ceilin t Natural* light Natural ventilation* Living 120 7'-0" 7'-0" 5'-0" 8% floor area 4% floor area Dining 70 T-0" 7'--0" 5'-0" 8% floor area 4% floor area Kitchen N.A. N.A. 7'-0" 5'-0" 8% floor area 4% floor area Bedroom 70 T-0" T-0" T-0" 8% floor area 4% floor area Bathroom N.A. N.A 7'-0" T-0" 3 square feet 1112 square feet See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t 6'-6," min. at plumbing fixtures and for non -habitable basements. Required heating (R303.8) SANITATION (R306 and R307) Water closet Tub Tub or shower Kitchen area with sink ,Sanitary sewer (Chapter 30) Private disposal (Appendix 1) GLAZING 308) Identification (R308.1) lVf,4 Louvered windows or jalousies (R308.2) t/ Human impact loads/hazardous locations '008.3, R308.4) Skylights and sloped glazing (R308.6) -3- BUILDING PLANNING (cont'd.) GARAGES AND CARPORTS (R309) [ Floor surface noncombustible; sloped floor (R309.1) Carport: open two sides; noncombustible / floors; sloped floor (R309.2) y Automatic garage door opener (R309.4) EMERGENCY ESCAPE AND RESCUE OPENINGS (R310) - _z/Where required (R310.1) V Areas, height, width, operations (R310.1.1- ,� R310.1.4) (d�Window wells (R310.2) Bars, grilles, covers and screens (R310.4) Under decks and porches (R310.5) MEANEGRESS (R311) �Peneral (R311.1) ress door (R311.2) y Landings at exterior doors (R311.3 - R311.3.3) Vertical egress (R311.4) c11 onstruction and attachment (R311.5) / allways (R311.6) IV w Stairway width, headroom, walkline (R311.7.1 - R311.7.3) Stairway treads, risers profiles (R311.7.4 - R311.7.4.3) Stairway landings and walking surfaces (R311.7.5, R311.7.6) Handrails required (R311.7.7) Handrail height, continuity, grip -size (R311.7.7.1- R311.7.7.3) Stairway illumination (R303.6, R311.7.8) Special stairways (R311.7.9) Ramp slope, landings, handrails (R31.1.8) GUARDS (R312) Required for open -sided surfaces, stairs,' ramps and landings > 30" above floor/grade (R312.1) Height - 36" (R312.2) Opening limitations (R312.3) AUTO ATIC FIRE SPRINKLER SYSTEMS (R313) Townhouses (R313.1) ti-t-- One- and two-family dwellings '(R313.2) SMOKE A RMS (R314) Referenced standards (R314.1, R314.2) Vocation and interconnection (R314.3) y Power source (R314.4) CARBON MONOXIDE.ALARMS (R315) New construction (R315.1) Existing construction (R315.2) Referenced standard (R315.3) FOAMIC (R302.8, R316) Lypbeling (R316.2) approval (R316.3 - R316.7) DECAY AND TERMITE PROTECTION (R317 a R318) Protection required (Table R301.2(1), R317.1, / R318.1) V Quality mark (R317.2 and R318.1.1) SITE ADDRESS (R319) Address numbers (R319.1) ACCESSIBILITY (R320) Type B dwelling units applicable (R320.1) ELE ATORS/PLATFORM LIFTS (R321) Referenced standards (R321.1 - R321.3) FLOO, -RESISTANT CONSTRUCTION (R322) General (R322.1) t Hazard area and requirements (R301.2.4, R309.3, R322:2, R322.3) Design professional (R322.3.6) STORM SHELTERS (R323) General and referenced standard (R323.1) -4- FOUNDATIONS (Chapter 4) M/JATE,,RjI.ALS (R402) /U Concrete foundation walls (R404.1.2) e vylrlr_ ood foundations (R402.1) Wall height, unbalanced backfill, nominal thickness (Tables R404.1.2(2) - Concrete, compressive strength (R402.2) R404.1.2(6), R404.1.5.21 FOOTINGS (R403) �v/ oil bearing value (R401.4, R403.1) ooting width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but <_ footing thickness (R403.1.1) Footings in SDC C or D (R403.1.2, R403.1.3 / and R403.1.6.1) r! Depth below (outside) grade = 12" minimum; but below frost line except for frost pro- tected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) Sill plate bolting in concrete/masonry =1/Z" di- ameter bolts, within 12" but not less than 7 bolt diameters from corner, 7" embedment / (R403.1.6) Frost protected shallow foundations (R403.3) Footings for precast concrete foundation (R403.4) FOUNDATION WALLS (R404 - R406) v-1�— Masonry foundation walls (R404.1.1) Wall height, unbalanced backfill, nominal thickness (Tables R404.1.1(1) - R404.1.1(4), R404.1.5.1 J Reinforcement size and spacing (Tables R404.1.1(2) - R404.1.1(4)j Horizontal and vertical reinforcement size and spacing (fables R404.1.2(1)-,R404.1.2(8), R404.1.2.2, R404.1.2.3.71 Stay -in -place forms (R404.1.2.3.6.1) SDC C and D provisions (R404.1.2.4, R404.1.4) Height above finished grade (R404.1.6) Sill plate size (R404.3) Precast concrete foundation walls (R404.5) Drains required if habitable or usable spaces are below grade* (R405) Soil class (Table R405.1) Dampproofing if basements are below grade* (R406.1) Waterproofing if high water table* (R406.2) * If uninhabitable, see Under -Floor Space (R408) COLUMNS (R407) Protection from decay or corrosion (R407.1 and R407.2) requirements (R407.3) Anchorage (R407.3) Wood columns (minimum 4" square) (R407.3) Steel columns minimum 3" diameter, Sched- ule 40 pipe) ((R407.3) TABLE R403.1 mimimi iee winTW OF CONCRETE PRFCAST OR MASONRY FOOTINGS (inches? LOAD -BEARING VALUE OF SOIL s 1,500 2,000 3,000 >_ 4,000 Conventional li ht—frame construction 1 -story 12 12 12 12 2-story 15 12 12 12 3-story 23 17 12 12 4-inch brick veneer over light frame or 8-inch hollow concrete masonry 1 -story 12 12 12 12 2-story 21 16 12 12 3-story 32 24 16 12 8-inch solid or fullv grouted masonry 1 -story 16 12 12 12 2-story 29 21 14 12 3-storV 42 32 21 16 For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa a. Where minimum footing width is 12 inches, a single wythe of solid or fully grouted 12—inch nominal concrete masonry units is permitted. -5- FOUNDATIONS (cont'd.) UNDER -FLOOR SPACE (R408) Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) Access (R408.4) FLOORS (Chapter 5) W,�O/O JOISTS AND GIRDERS (R502) II/ �� Species and grade (R502.1) Joists — Sleeping areas, LL = 30 psf [Table R502.3.1(1)] Joists — Nonsleeping areas, LL = 40 psf [Table R502.3.1(2)] Cantilevered joists (Tables R502.3.3(1) and R502.3.3(2)] Girder spans and header spans for exterior Girder spans and header spans for interior bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists (3") (R502.6, R502.6,1) Lateral restraint and bridging (R502.7, R502.7.1) Drilling and notching (R502.8) Fastening (R502.9) Framing of openings (R502.10) Wood trusses (R502.11) Draftstopping (R502.12) LUM7ER FLOOR SHEATHING (R503.1) I V 11� Allowable span (Table R503.1) I/ End joints (R5011.1) WOOFSTRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) Thickness (R503.2.1) Allowable spans (Tables R503.2.1.1(1) and R503.2.1.1(2)] Installation [Table 602.3(1)] emoval of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) PARTICLEBOARD UNDERLAYMENT (R503.3) �/ /U 14 Grade (R503.3.1) Thickness (R503.3.2) Installation [Table R602.3(1)] TREATED -WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 3/4' i gravel or'/2" crushed stone (R504.2.1) Moisture barrier: placed over base course Materials (R504.3) :ST7EFLOOR FRAMING (R505) Cold -formed steel; applicability limits; in -line framing (R505.1) Structural framing (R505.2) Material (R505.2.1) Identification (R505.2.2) Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CONCRET - FLOORS (ON GROUND) (R506) Thickness: 31/2" minimum; Concrete strength (R506.1) _Support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" (R506.2.1) �:;Z;'Var se course: 4" graded with 2" maximum ggregate (R506.2.2) orretarder (R506.2.3) Reinforcement support (R506.2.4) 0 WALL CONSTRUCTION (Chapter 6) GENERAL - 601) sign (R601.2) l/ Component and cladding wind loads _Z[Table R301.2(2)] apor retarders (R601.3) WOOD CONSTRUCTION (R602) Construction ER gures R602.3(1) and / R602.3(2)J ✓ Stud grade (R602.2) E terior walls (R602.3) Stud spacing [R602.3.1, Table R602.3(5)] - E Interior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at 24" o.c. .,or 2" x 4" flat at 16" o.c. (R602.5) _Drilling and notching — studs (R602.6) vl Headers (Tables R502.5(1), R502.5(2), ,HR602.7.2 and Figure R602.7.2] reblocking (R602.8, R302.11) ripple walls (R602.9) Wall bracing, braced wall lines, lengths, connections, support and joints (R602.10, R602.10.1, R602.10.3, R602.10.6 - / R602.10.8) � Bracing based on wind speed [Table R602.10.1.2(1)] Bracing based on SDC [Table R602.10.1.2(2)] Intermittent bracing methods (R602.10.2, Table R602.10.2) Continuous sheathing (R602.10.4, R602.10.5) Bracing for SDC C and D (R602.10.1.4.1, R602.10.1.5, R602.11) Wall bracing for stone and masonry veneer (R602.12) ISTE L WALL FRAMING (R603) General (R603.1) / Structural framing (R603.2) A6-A Material (R603.2.1) � Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3 - R603.5) Headers (R603.6) Studs, tracks and structural sheathing (R603.7 - R603.9) SHEATHI (R604 and R605) Wood structural panels (R604) Particleboard (R605) MASONNY CONSTRUCTION (R606 - R610) v/ General design (R606) —ffFVLBDC C and D (R606.12) Multiple wythe masonry (R608) Grouted masonry (R609) Glass unit masonry (R610) EXTERIOR CONCRETE WALL CO T LICTION (R611) Applicability (R611.2) Concrete wall systems (R611.3) Stay -in -place forms (R611.4) Materials, construction details (R611.5 - R611.10) EXTE RIOR WINDOWS & DOORS (R612) window sills; performance; testing and labeling (P612) STRUCTURAL INSULATED PANEL WALL C,ON,STR�UCTION (R613) Irl Applicability (R613.2) Materials (R613.3) Wall panels, construction details JR613.4 - R613.10) -7- WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) Plaster material (R702.2) 1110 taster support (R702.2.3) ypsum board material (R702.3.1) Gypsum board support, application and X fastening (R702.3.2 - R702.3.8) ceramic tile (R702.4) —a Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) / r ` Water -resistive barrier (R703.2) Wood siding (R703.3) Attachment and minimum thickness (Table R703.4) .4Iwood shakes and shingles (R703.5) Exterior plaster (R703.6) Stone & masonry veneer (R703.7 & Figure r R703.7); Steel angle lintels-4' minimum I bearing each end (R703.7.3) Veneer ties: #9 U.S. gage wire or #22 U.S. gage by'/g"corrugated metal; 24" o.c. maximum horizontal spacing; 2.67 square feet maximum area supported (wind > 30 psf and SDC C or D, maximum area = 2 square feet) (R703.7.4.1) Flashing (R703.7.5 and R703.6) Exterior insulation and finish systems (R703.9) Fiber cement siding (R703.10) Vinyl siding (R703.11) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERA (R801) esign (R801.2 and R801.3) Component and cladding wind loads.[Table R301.2(2)] ROOF FRAMING (R802) e-retardant-treated wood (R802.1.3) Framing details (R802.3) Rafter tie (R802.3.1) Collar ties (4' o.c., in upper third of attic) (R802.3.1) Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) Bearing (R802.6) ' /Cutting and notching (R802.7) yEngineered wood products (R802.7.2) V/ Lateral support and bridging (R802.8) Framing of openings (R802.9) Wood trusses (R802.10) Roof tie -down (R802.11) CEI GISTS [Tables R802.4(1), R802.4(2)] Without attic storage, LL = 10psf With attic storage LL = 20psf Spacing � Species Grade Span Size RAF S [Tables R802.5.1(1) - R802.5.1(8)] Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling not attached/ceiling attached Spacing Species Grade Span Size Hc/HR; Adjustment factor ROOFEATHING (R803.2) Grade Thickness. �RTW allowable stresses/grading Ilowable spans [Table R503.2.1.1(1)] Installation (R803.2.3) w CHIMNEYS AND FIREPLACES (cont'd.) Changes in dimension (R1003.6) Chimney clearance (R1003. Additio ad (R1003.8) Fireblocking (R100 . ) Termination (R10 Chimney ets (R1003.20) Spark arrestors (R1003.9.1) \ Wall thickness; >_ 4" (R1003.10) Flue lining - material/installation (R1003. and R1003.12) / Multiple flues (R1003.13) Flue area (ap=nryfireplace) 1003.14) Flue area (m (R1003.15) Inlet ( 03.16) eanout opening (R1003.17) FACTO UILT FIREPLACES (R1004) Listed and labeled (R1004.1) Ilation (R1004.2) FACTORY BUILT CHI S (R1005) Listed and labeled (R10 Installation (R1005.3 and R1005. EXTERIOR AIR SUPPLY (R1006) Intake size (R1606.2, R1006.4) ENERGY EFFICIENCY* (Chapter 11) -(N1101.2, N1101.3) Mechanical systems (N1103) (// Climate zone (Table N1101.2) 'See energy conservation plan review record MECHANICAL (Cha rs 12-23) Appliance labeling (M1302, M1303) Chimne and vent location and terminations Appliance access (M1305, M1401) Appliance installation (M1307) Heating and cooling equipment; heating and cooling load calculations (Chapter 14) Exhaust systems (Chapter 15) Duct systems (Chapter 16) Combustion air (Chapter 17) Application (G2401.1) Ge ulations (G2404) Appliance locat�(G24 Aim ents (G2407) Installation (G2408) y (Chapter 10 and Chapter 18) Special fuel -burning equipment (Chapter 19) Boilers/water heaters (Chapter 20) Hydronic piping (Chapter 21) Special piping and storage systems (Chapter 22) Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FUEL 9AS (Chapter 24) l Clearances G2409 G2411) ---P4 izing (G2413) Piping materials (G, ng (G2410, -10- FUEL AS (cont'd) Piping installation G2415 and G2419) P 9 ( Piping support Valy o s, connections (G2420, G2421 and G2422) PLUMBING (Chapters 25-33 Water service location and depth (P2603, Sprinkler coverage P2604) (P2904.2.4) Sanitary and storm sewer location and depth Piping materials (P2904.3) (P2603, P2604) Flow rates (172904.4.1, Piping support (Table P2605.1) P2904.4.2) Listed plastic materials (P2608) _ liances (G2423, G2425, G2430 - Plumbing fixtures (Chapter 27) Water heater size and location (Chapter 28) Water supply and distribution system design and calculations (Chapter 29) Dwelling unit ire sprinkler systems NFPA 13D system (P2904.1) Backwater valves (P3008) Fixture traps (P3201) Temperature rating (P2904.2.1, P2904.2.2) Storm drainage (Chapter 33) Freezing protection Penetrations of fire -resistance rated assem- (P2904.2.3) blies (R302.4, R302.5) Water supply capacity (P2904.5.2) Pipe sizing (P2904.6) Drain, waste and vent pipe sizing and riser diagram (P3004, P3005, Chapter 31) ELECTRICAL (Chapters 4-43) Penetrations of fire -resistance rated assem- Wiring methods (Chapter 38) blies (E3402.2) Required lighting and receptacle outlets Listed and labeled materials (E3403) (E3901, E3903) Service equipment and location (E3405, E3601, E3606) Service size and load calculations (E3602) Available fault current (E3606) System grounding (E3607) Required branch circuits (E3703) Feeder requirements and load calculations (E3704) Ground -fault and arc -fault circuit -interrupter protection (E3902) Devices and lighting fixtures (Chapter 40) Appliance installation (Chapter 41) Swimming pools (Chapter 42) Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Compliance with Appendix E verified Provisions adopted (R102.5)�//fi/ p pp -11- RADON CONTROL MEASURES (Appendix F) Provisions adopted (R102.5) Compliance with Appendix F verified P SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) ons adopted (R102.5) Compliance with Appendix G verified PATIO COVERS (Appendix H) Compliance with Appendix H verified PRIVATE SEWAGE DISPOSAL (Appendix 1) V Provisions adopted (R102.5) ` Compliance with Appendix I verified FxIRTING BUILDINGS AND STRU (R102.5) Compliance with Appendix J verified SOUND TRANSMISSION (Appendix K) 5) Compliance with Appendix K verified HOME DAY CARE—R-3 OCCUPANCY (Appendix Provi ' as opted (R102.5) Compliance with Appendix M verified -12- PROPERTY INFORMATION Address: 30 Silver Oak Dr City I State I Zip: Port St Lucie,'Fl 34952 Parcel#: 3414-501-1701-00019 Zoning: RMH-5 APPLICATION INFORMATION Permit Number: 1303-0200 Permit Type: Building Residential (SFR) REVIEW COMMENTS 1 Owner(s): Wynne Building Corp Jurisdiction: St Lucie County Lot#: Stories: Block: Automatic Sprinkler System? No CONTRACTOR INFORMATION Contractor Name: Matthew Wynne Fax Number: 772-878-0224 Business Name: Wynne Development Corp Email: Sue@Spanishlakes.Com Business Addr: 8000 S Us 1 Ste 402 City / State I Zip: Port St Lucie, FI 34952 REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Completed Date Released Documents Missing Pending Angela Huff 3/13/2013 3/13/2013 Comment: NOTICE OF COMMENCEMENT Front Counter Review Complete Angela Huff 3/13/2013 3/13/2013 3/13/2013 Comment: Plans Examiner Review \ Incomplete Ed Roseberry 3/26/2013 3/18/2013 Comment: Engineer revising truss connector on GRB girder, location 12, to meet uplift requirements. To be reviewed by Plans Examiner Complete Ed Roseberry 3/26/2013 3/26/2013 Comment: To be reviewed by Zoning Complete 3/18/2013 3M812013 3/13/2013 Comment: Zoning Review Complete Jeffrey Johnson 3/18/2013 3/1812013 3/18/2013 Comment: 7-OCT-2013 02:22 FROM:SOUTH """�IT Cola 7723446042 u�a�rw� n LON aDA 8URDEQVCONrRACTOA:; PEi ' COMML n: 1N�,.th■ ur�r�k Iw+�a� artllr Rte# r+� I�n�e� pcstr�■dd UI MAW aubo�rra�ye�n armlet M aamdanor w1tA tl�.:;��� alth� 1 .ij �gr�rrr lbrt M ar+ri bsaA� � ��� '; u �'�■�. sue. �������rdrdlr���ar�ta�,aralJ�rad� trl hl�ll!ylwm�r7tlerwii wowhr em1br ►A o-+�i d�/t�ejppt*�+mha,Is�E4�,nrl�D�nrar�,;� A&gft * gm wdlrr lArrl�re � crmlrptiw� b",��Ant�mrVdype�„� so h► qua. er !!u dig �3 iasp Is lbr Goy a le a ���626443 P.1/1 tlot0 W Mi1/lW&Wvi Rix* -- -- + />i�/ �rrtMr�r bwioy�q►�s�/ r m►1d� lamer an RECEIVED OCT 07 2013 20-RUG-2013 05:23 FROM:SOUTH CORS-r.-- 7723446042 TO:4C-Pa443 P.1/1 E3UnDEwcownm=R,,, PEW COMMOLCONYWCMie., Wv# to UNWOM4 hw" ct"Maval S*wo fb* if - OAS cm f �Izw—�:04W Prow: Atft A"mQ*AW,* -- W FM=Abr44,m mw ap6m ftd* - Dim Luck nft npquk" ibr t" NR4 OAPMOIPt 6wi 714dTh for ON a cor4&tjMW for ftdCanWAwbds0*% ki/ '1147 or "Dopmum 10 to r -0 moofoww Jw v irm F~AW 77% NOMM ip &Mom* AN't eg pa OMW#bwAmwdf ol s�lc- to I* ~ C" n7l-FIVED AUG 212013 i 21-MAY-2013 03:15 FROM:SOUTH COr 7723446042 � ! " ' of TP,/u,-�26443 P'1/1 ' ' , FM Am@bWo& ^ � \ AW#*A"mw4w Sucftr to an pww an DUNKEhBERGER `, engineering &testing, inc. SillDensityTest Report Project Name: Spanish Lakes Phase I Address: 3u Sliver vale Drive Project Number: PSL-09-3011 (BG 10.1) Permit No: --- Date Tested: 5/15/2013 Client Name: Wynne Building Corporation Technician Initials: JL 8000 South US 1 #402 Report Date: 5/15/2013 Port St. Lucie FL 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No. Probe Depth (in) Laboratory, Proctor � .. , F>IeId Tests _- _ _' Maximum Dry Density (Pcf) Optimum Moisture M Dry Density (pcf) Cone Resistance (tsfl Moisture M Minimum Required Compaction M Percent Maximum Density M Test Results 1 12 107 12 102.9 --- 6.9 95 96.2 Pass 2 12 107 12 104.9 --- 7.1 95 98.0 Pass 3 12 107 12 101.7 --- 6.5 95 95.0 Pass Type of Field Density Test: 1 ASTM D 1556 JV ASTM D 6938 1 AJU M V Z`ki l Minimum Required Compaction Based on: AASHTO T-180 (ASTM D 1557) r AASHTO T-99 (ASTM D 698) 1V,rr•lenr G anise Tnfn• Gaup-e No. 36817 Daily Standard Count: Density: 2089 Moisture: 712 Test No . _ So>i1 Type,' ; Elevation _, Test Location MiS leer Oak Drive, Structural Fill 1 1 0-12 Front of house pad (footing subgrade) 2 1 0-12 Center of house pad (slab subgrade) 3 1 0-12 Back of house pad (footing subgrade) ex- wad; Elevation/Depth Referenced to: 1 NGVD F MSL IV Other: incnes oefow Lop oL 1111ai 1111 SollType RECEIVED MAY 202013 1 Structural Fill 2 Final Grading Fill cc: Client ... (1) 3 Mass Grading Fill Wynne Building Corp., B. Bailey (field) ... (1) 4 Utility Backfill - Sanitary St. Lucie County Building Department ... (1) 5 Utility Backfill - Water _ _ - 6 Utility Backfill - Storm 7 8 Roadway Subgrade Stabilized Subgrade David T. Y61 ngstr m Xiaoyan Zheng, P.E., PhD 9 Base Course Senior Pro ect an t er FL Registration No. 68330 10 Other: I The original of this report was signed and sealed by the registered engineer in accordL.111 Rule 61G15-18011, 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. Fort Lauderdale • Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 3011 (10. 1) Progress Report PR 43 07/15/2013 10:49 772878,?F-5 WYNNE BUILDING CORP PAGE 01/04 pate: Property ,Address: _ i�- St, Lucie Coonty Building & Zoning Department 2300 Virginia Avexiue V ort Pi rce, FL.34082 772-40 Z165 Fax 772-462-6443 ]bequest for 304Day Temporary' Power Release Permit Number: �"�j C)a THE UNI�k�YtSICNED HE BY l�QUEST RELEASE OF ELECTRICAL k'QWETI TO THE ABOVE-DESCRIBED.:PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TI STING SYSTEMS AND.EQi71I'1lIENT IN 'REPARATION FOR FINAL INSPECTION. IN C.ONSMERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND -AGREE AS FOLLOWS: 1_ This temporary power release is requested. for the above stated•porpose only, apd there will be no occupancy of any type, other than that permitted by construction during this tinge period. 2_ As witness by our sigTaatures, ive hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. 411 conditions and requirements listed in the attached document entitled "pegni]rentents for 30 nay Power for Testing' -have been fulfilled and the premise is ready for compliance inspectiox 4. A 4 requests for an P-xtension beyond 30 days roust be made in writing to the Building Official stating the reason for the request. Power maybe removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A, fee of $100.00 will be requiredlo lift the Stop 'Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST, LUCIE COUNTY, AND !HEIR EMPLOYEES -FRONT ,ALL LIABILITIES AND CLAIms OF ANY TYPE OF NATURE WHICH MAY .A.R.ISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAX BE TNCUIZRED DUE TO TOE DISCONNECTION OF ELECTRICAL POW R IN THE EVENX' OF VIOLATION OF THIS AGREEMENT. L DATE V-A �1 t TE RECEIVED JU'_ 1 `:s II n' tloelto-lI-/-� / 3 0 � -0�(0 Plant: Begin Loading: To Job: Arrive Job: Start unload: Finish Unload: Leave Job: Return Plant: ,-,r ,• Customer Code: Customer iNiame: '<.. �•,' 3,; �r.' itJ l.i l'.i�.'. _ � �; ��- �_ � �"i i 't;l_.: i'?f';^! , , t-.{ �tl. �; - 4 Project Code: Project Name: Ticket Date: Delivery Address: Delivery Instructions: I f Customer Job Number: Order Code / Date: Project P.O. Number: Order P.O. Number: Map Page: Map/Row/Column: Dispatcher: Ticket Number. Due On Job: Slump: Truck Number: Driver Number: Driver Name: —fad-Use, - - _ ,i i, -_• ,l itir.; c. t�'3`;-, to , ,ira _ , 3�"y LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY „ . ., ,`. .'_ ! f � 1^a.r 7t 13_�i.y":".�• , a atl�;.r`Y;r" . Cash Check# /Auth Code: Signature of Driver Receiving Cash: ° j Cash Reoe'vad: Total COD Order Amount to Collect % Without ] Check Standby Charges: 71 Charge Comments: WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE !� CURB LINE CROSSED AT'OWNER'S/AGENT'S REQUEST: • RECEIVED MAY 29 SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. Ne credit far safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. O 6BUNIVERSAL }:1Ci•t "t,R, ; 't_r�.e!'"r!_'°} CUSTOMER This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotati f any, and Seller's Order Confirmation (.i [ding limitations of warranties), as if fully setforth on this Delivery Ticket("Agrej_ at'). Seller will provide the Standard Ten.. and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone; dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including .limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose. throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid"contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/1.2 For more information please visit www,cemexusa.com. Este ticket de entrega incluye Como referencia al comprador (ya previamente ejecutada en su aplicacion de credito). cualquier termino estandar, conditions del vendedor, propuestas del vendedor y orden de confirmation del vendedor (con limitaciones y garant.fas), Como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estarrdares y condiciones detal- lados en caso deasf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionad.os y que las cantidades y materiales fu.eron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contaato; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen. Cemento de tipo Portland, de albaniler%a, pozzolan (tipo. IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland -y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener mds de 0.025% de silicio crystalino. Peligros: Segur"idad: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los ojos, quemaduras en piel y ojos, y reactions alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritacion en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforation puede contener materiales silicon, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volarites pueden contener amoniaco. La humedad puede causar la liberacion del amoniaco. La inhal.acion del amoniaco puede causar toser, irritacion o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duration y el nivel de la exposition. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protection en los ojos y ropa Primeros adecuada para proteccion. Lavese las manos con jabon suave y agua despues del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos fads de los limites recomendados, use protteceion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente h6ya agua en la parte afectada par 15 minutos. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atencion medica inmediatamente si la irritacion continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mds inform. acibn visita www.cemexusa.com. ZZCCMGN 55731124 Plan allCrIl ad. -e V is PI t Customer Code: Customer Name: Customsr Job Number: Order Code Date: i(11,A. �C -3 C C. RFlei:_ OK." T ''Project Code: Project Name: Project,P.O.'Number Order P.O. Number: nu, 4, A Jicket Date: Delivery Address: Map Page: Map/Row/Column: (D) 0 3, L E'. R 0 P f 1) R Delivery Instructions: Dispatcher: _'j "It I V Vi 4 W a u T, Ticket Number: Number: Driver Number: DriverName: End Use: I A)`J(3F-A._ DE-_!_A_T0PRE 20 f, I Fz', EXT Rl' AMOUNT LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UCM UNIT PRICE Rf Vi t4.! 8 A N D y 0 Due On Job: Cash Check # Auth Code: Signature of Driver Receiving Cash: Cash Received: Check Charge Slump: Truck Comments 4 WATER ADDED- -GAL YARDS IN X ADDED. SIGNATURE REQUEST: SIGNATURE C) LOAD WAS TESTED BY: Notice: Our drivers will effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the nished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: . one business day after the receipt of materials. DRUM: HEN RECEIVED CURB LINE CROSSED AT OWNER'S/AGENT'S make .every curb or property line. Customer agrees to the .is • fi within 68UNIVERSAL LOAD tJISM.- CUSTOMER Total COD Order Amount to Collect Without Standby Charges: 4 WATER ADDED- -GAL YARDS IN X ADDED. SIGNATURE REQUEST: SIGNATURE C) LOAD WAS TESTED BY: Notice: Our drivers will effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the nished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: . one business day after the receipt of materials. DRUM: HEN RECEIVED CURB LINE CROSSED AT OWNER'S/AGENT'S make .every curb or property line. Customer agrees to the .is • fi within 68UNIVERSAL LOAD tJISM.- CUSTOMER Total COD Order Amount to Collect Without Standby Charges: This Delivery Ticket incorporates herein by reference Buyer's previously executed_ Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quot, , if any, and Seller's Order Confirmation luding limitations of warranties), as if fully set forth on this Delivery Ticket ("Ag rent"). Seller will provide the Standard Tr and Conditions upon request. Buyer agrees that, unless otherwise noted on the front7hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type 1P), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline. si_l_ica. Hazards: Freshly mixed wet cernent and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling. crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm. at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eve contact, immediately flush eyes with flowing water for 15 minutes. I:f dust is inhaled, move to fresh air. if wet ccment contacts skin, rinse thoroughly with water. Get proper medical attention .if irritation persists. CEMEX, Memorial .Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega include como referencia al. comprador (ya previamente ejecutada en su ap.licaci6n cle credito), cualquier termino estarrdar. condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y garantfas), comp acuerdo total del ticket de entrega ("Contrato"). El vendedor proveerd Jos tezminos estdndares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las canti.dades y materiales fueron entregados Como se expresa en el mismo. Acepta pagar el monto de acuerdo al contaato; al menos quo se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS YOLANTES Los-productos de agregados son materiales naturales como piedra caliza, dolomita, granito, rota volcanica, arena, Brava y otros materiates silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP). azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados Como piedra caliza, dolomita, granito, rota volcanica, arena, Brava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener Inds de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en pies y ojos, y reacciones alergicas on la piel. Concreto seco y polvo de agregados, pueden causar irritacion en Jos ojos, piel y/o en la zona respiratoria. Polvo del. manejo en el trituramiento, pulido, torte y/o perforation puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si. son Mhalados. En caso de ser ingeridos, mantenerse en ternperatura edlida, reposar v tomar grander cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: I,a bumedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci611 o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposition. Seguridad: Evite el contacto con ojos y contacto prolongado col la piel Use guan.tes, protecci6n en Jos ojos y ropa Primeros adecuada para protecci6n. Lavese ]as mans con jab6n suave y agria.de`spue,5ld�.l.rrran�jo.de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de Jos limiter recomendados, use protection tes�piraforia. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya aqua on la parte afectada por 1.5 minutos. Si se inhala polvo, exp6ngase a afire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritacion continua. CEMEX, Memorial. Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mds information visita www.ceinexusa.com. AL Ccmcx' Plant: Begin Loadings To Job: Arrive Job: Stare Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: _ Customer Job Number: Order Code ! Date: 4y+�., i••F,d ;1J �it i:41`'`�w �� jjY_s�... �.' 1.t ,i •'�. d�'}. .. 't:_ _ 1•T�; _,-. Project Code: Project Name: Project P.O. Number: Order P.O. Number: Ticket Date:' Delivery Address: „ Map Page:. Map/Row/Column: Delivery Instructions: Dispatcher: Ticket Number: Due On Job: Slump: Truck Number Driver Number: Driver Na e_ t _ �„ t j •t,' ,_ 4' f't S-9 i"t'.1,: .. r L}.8 r i jl ;i'i,.G .. iiJ TA- LOAD CUMULATIVE ORDERED QUANTITY QQUANTITY MATERIAL CODE' PRODUCTION DESCRIPTION UANTITY 1 t* Cash Check # /Auth Code: Signature of Driver, Receiving Cash: Cad Check Charge .F Comments: UOM I UNIT PRICE AMOUNT _ r l lived: Total COD Order Amount to Collect Without Standby Charges: WATER ADDED;, —GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE l/ CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: i ` SIGNATURE - - ❑ LOAD WAS TESTED BY:, Notice: Our drivers will make every effort to place materials where the* customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages -inside curb or properly line. Customer agrees to the is no longer guaranteed. 'WARNING: Product mayrcause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concretb as is. ' Due to important factors which are out of our may be hazardous to�your safety'an$,hdalth�+�Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the .matesafety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed walved unless made to us in writing AUTHORIZED SIGN5TUjjj222E=� within one business day after the receipt of materials. O ✓ / �j I� 8UNIVERSAL ; —�, 'y%I .�_i•�:yr;, �,�i,"��'�-�-""..�.—��._..._------' [. �..aa��1� s'4i!' ^d Y_ a' CUSTOMER This Delivery Ticket .incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotati ,f any, and Seller's Order Confinnation ( rding limitations of warranties), as if fully set forth on this Delivery Ticket ("Agre nt" ). Seller will provide the Standard Ter,,, ,end Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in aocotdance with the Agreement. GGREGATE / UEMEN T / UONURETE PRODUUTS / FLY ANH Aggregate products are natutally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause, silicosis and cancer if inhaled. If ingested; keep warm. at rest, and drink large amounts of water: Fly Ash may contain trace amounts of ammo- nia. - Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid cont,ut with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please,visit wNvNv:emexusa.com. Este ticket de entrega incluye como referencia al comp.rador (ya previamente ejecutada en su aplicacicn de credito): cualquier termino estdndar. condiciones del vendedor, propuestas del vendedor y orden de confirmation del vendedor (con limitaciones. y garantias), como acuerdo total del ticket de entrega ("Contrato"). E.l vendedor proveera los term.inos estdndares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador aceptt; los mismos ya antes mencionados y que las cantidades y inateriaies fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contaato; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcanica, arena, gravy y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portlandy prcductos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los ojos, quemaduras en piel y ojos, y reactions alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritacion en los ojos, piel y/o en la zona respiratoria. Polvo del manejo on el trituramiento, pulido, cone y/o perforaci6n, puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberation del amoniaco. La in.halacion del amoniaco puede causar toser, irritacion o quemaduras en ]a nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duration y el nivel de la exposition. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, proteccion en los ojos y ropa Primeros adecuada para proteccion. Lavese ]as manos con jabon suave y agua despues del manejo de materiales. Evite inhalar auxilios: uolvos. Si se expone a polvos mas de los limiter recomendldos, use proteccion respiratoria. P.rimeros auxilios: En caso de contacto en los ojos, i.nniv6iatamente flu.ya agua en fa parte afectada por 15 minutos. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos. h:velos a fondo con agua. Acuda a atenc.ion medica imnediatamente si la irritacion continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informacion v.isita www.cemexusa.com. Plant: Begin Loading: To Job: Arrive Job: Start Unload; Finish Unload: ° Leave Job: ' Return Plant: Customer Code: Customer Name: Project Code: Project Name: Ticket Date: Delivery Address: Delivery Instructions: Customer Job Number: Order Code Ii Date: Project P.O. Number: Order P.O. Number. Map Page: Map/Row/Column: Dispatcher: Ticket Number: Due On Job: Slump: Truck Number: Driver Number Driver Name: End Use: �.. .,. i . ? }';,,, r--J R�"?t.. t.•t``i iM1%. I._a ,I,_ 1' a r ..-. A— a AMOUNT LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY . MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: ] Check Charge Comments M,. •il " I Total COD Order Amount to Collect Without Standby Charges: WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added Is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: 'Material terms of sale and delivery and accepts concrete as Is. Due to important factors.which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for Important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional informatiom returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. 0 68UNIVERSAL CUSTOMER This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, .if any. Seller's Standard Terms and Conditions, Seller's Quotat' - - if any, and Seller's Order Confirmation ( uding limitations of warranties), as if fully set forth on this Delivery Ticket ("Agr( ,nt"). Seller will provide the Standard Tel ind Conditions upon reque.!jt. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly ,Lgrees to pay in. accordance with the -Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic .rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite. granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause :silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash .may contain trace amounts of amrno- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermaml Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 - 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye .como referencia at comprador (ya pieviamente ejecutada -en su aplicaci6n de credito); cualquier termino estandar, conditions del vendedor, propuestas del vendedor y orden de confirinaci6n del vendedor (con limitaciones y garantfas), como aeuerdo total del ticket de entrega ("Contrato"). El vendedor proveerd los terminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contrcto; al menos que se identi- fique con una nota_a] frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra`caliza, dolomita, granito, roca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, gramto, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener mas de 0.025% de silicio cristalino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritacion en los Ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Conereto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zon.a respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforaci6n puede con.ten.er materiales silicon, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberaci6n del amoniaco. La inhal.aci6n del amoniaco puede causar toser, irritacion o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente a]. medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con ]a piel. Use guantes, protecc.i6n en los ojos y ropa Primeros adecuada para proteccion. Lavese las manos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mds de los li.mites recomendados, use protecci6n respiratoria. P.rimeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritacion continua. CEMEX. Memorial Hermann Tower 929 Gessner, Suite .1900 V7 combinado Houston. Texas 77024 02/12 Para mas informaci6n visita www.cemexusa.com. 01/09/2013 00:25 7728797P�96 WYNNE BUILDING,1'0,RP PAGE 04/04 U - Y Professional Insulators of South. Florida FTC insulation Installation Certificate To: St. Lucie County Date: September 4, 2013 Re: Lot/Block: Address: 30 Silver Oak Drive Project: The Undersigned hereby certifies that insulation has been installed in the above described property as follows: I. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer; ki Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: Exterior (frame wal Thickness in inches: -Value: in ]Density: KValue: ceilings have been i Thickness in inches: Mannfactarer. Density: R-Value: e been insulated been with: interior kneewalls have been insulated with: Thickness in lunches: Manufacturer: R Value: 4. Garage partition walls of A/C been insulated with: b ckness in inches: Manufacturer: R-V The 9.5, r Koauf area have 3 S" Knauf Contract/Builder glass blankets Wool Blankets -on Cellulose glass Blankets Wool Blanket glass Blown lose Loose Fill glass Blankets glass Loose Fill Wool glass Blown lose Loose Fill Wool i Blankets Cellulose lc� .sue .�`• �• 1 f�>>Illl Ali, :-0 CEMEX P.eA- � /�a3 -aznej 557 I395 Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: irk`, } i3-,�_ Customer Code: Customer Name: f Project Code: Project Name: Ticket Date: Delivery Address: J7 ? 30 - 7 , 4 s r' po rl Delivery Instructions: Customer Job Number: Order Code / (Dyyate: f SS /,_.Ji , Project P.O. Number: Order P.O. Number. Map Page: Map/Row/Column: Dispatcher: Ticket Number: Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: f1 •.:��:f_ yt_,I 1� 12Jt i9 it_�,�5I_yc L� �JE�f RG f;iE S LAS L f_g1f°IG - :7!_PiD LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY rr, Cash Check # /Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: WATER ADDED: { GAL YARDS IN DRUM: S WHEN ADDED. SIGNATURE RECEIVED AUG 2 7 ,2013 CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materialwhere•Th?e custorlper dehignates, bdt the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless_ made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. O 6BUNIVERSAL PRE'i" ; RK, - i f o2-"21.7) INVOICE LOAD NUM-. t , This Delivery Ticket incorporates herein by reference Buyer's previously executed) Credit Application, if any, Seller's Standarc Terms and Conditions, Seller's Quo ' n, if any, and Seller's Order Confirmati( icluding limitations of warranties), as if full} set forth on this Delivery Ticket ("A meat'). Seller will provide the Standard'_ ____ns and Conditions upon request. Buyer agree,, that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees tc pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite. granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling,.' crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled, If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit 4tiww.cemexusa.com. Este ticket de entrega incluye como referencia at comprador (ya previamente ejecutada en sit aplicacion de credito): cualquier termino estandar, condiciones del vendedor. propuestas del vendedor _v orden de confirmation del vendedor (con limitation---y- garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo at contacto; at menos que se identi- fique con una nota at frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, rota volcanica, arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluven cemento Portland y productos de agregados como piedra caliza, dolomita, granito, coca volcanica, arena, Brava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener mas de 0.025% de silicio cristallno. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los ojos. quemaduras en piel-y ojos, y reactions alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritacion en los ojos. piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforation puede contener materiales silicon, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberation del amoniaco. La inhalation del amoniaco puede causar toser, irritacion o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente at medico. El riesgo en la salud depende en la duration y el nivel de la exposition. Seguridad: Evite el contacto con ojos y contacto prolongado _con la piel. Use -,uantes, proteccion en los ojos y ropa Primeros adecuada para. proteccion. Lavese las manos con jabon suave y agila`despues del. manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos rnas de los limites recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en, M:parte afectada por .1.5 minutos. Si se inhala polvo, expongase a wire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con aqua. Acuda a atencion medica inmediatamente si la irritacion continua. CEMEX. Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas information visita www.c�' acorn. 31 IV'' k Die C. A m I A FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 62' WYNNE GRAND CARLTON Builder Name: COMFORT CONTROL OF SLC, INC. Street: -jp Gj��V,e �� Permit Office: City, State, Zip: , FL, - Permit Number: Owner: GRAND CARLTON 62' Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (1514.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1446.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1446.00 ft2 6. Conditioned floor area above grade (ft2) 1446 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(114.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 90 a. U-Factor: Dbl, U=1.30 114.00 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.2 SEER:15.00 c. U-Factor: N/A ft2 11 SHGC: 13. Heating systems kBtu/hr Efficiency d. - a. Electric Heat Pump SHGC: .,Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems 8. Floor Types (1446.0 sqft.) Insulation Area a. Electric Cap: 40 gallonsEF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits CF, Pstat Glass/Floor Area: 0.079 Total Proposed Modified Loads: 26.16 PASS Total Standard Reference Loads: 32.81 1 hereby certify that the plans and specifications covered by Review of the plans and "OW Sr this calculation are in compliance with the Florida Energy specifications covered by this O Code. calculation indicates compliance with the Florida Ene y Code. PREPARED Y. DATE: { �. t*. Before constructio is completed this building will a inspected for r " ' 'r• compliance w Section 553.908 I hereby certify that this building, as designed, is in comp 'a Florida Sta es. ✓, �� with the Florida Energy de G'OD WE OWNER/A PVT: -� °� I ING OFFICIAL: DATE: E: - Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 62' WYNNE GRAND CARLT FLProp2010 GRAND CARLTON 62' 1 COMFORT CONTROL OF SL Single-family New (From Plans) Bedrooms: 2 Conditioned Area: 1446 Total Stories: 1 Worst Case: No Rotate Angle: 45 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address ST. LUCIE FL, - CLIMATE / v Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlockl 1446 11568 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlockl 150.7 ft 0 1446 ft2 ____ 0 0 1 ROOF / V # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Metal 1523 ft2 0 ft2 Medium 0.88 N 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1445 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlockl 30 1446 ft2 0.1 Wood 5/15/2012 9:20 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below # Space Ornt TO Wall Type 1 N Exterior Concrete Block - Int InSFdOomSInBloc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block - Int InsEloomslnBloc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int Ins6loomsInBloc 4.3 15 6 8 0 124 ft2 0 0 0.8 0 4 SW Exterior Concrete Block - Int InsMoomsInBloc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 5 W Exterior Concrete Block - Int InsBloomslnBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int Ins@loomslnBloc 4.3 8 0 8 0 64 ft2 0 0 0.8 0 7 S Exterior Concrete Block - Int InsRoomslnBloc 4.3 25 6 8 0 204 ft2 0 0 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Insulated RoomslnBloc Metal 0.6 3 0 7 0 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 27 ft2 10 ft 0 in 0 ft 6 in HERS 2006 None 2 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 3 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None _> 2 5 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 6 S=>E 3 Metal Double (Tinted) Yes 1.3 0.5 N 16 ft2 6 ft 0 in 0 ft 6 in HERS 2006 None 7 W=>S 5 Metal Double (Tinted) Yes 1.3 0.5 N 6 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 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 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1365.4 74.960 140.97 0.2628 7.0821 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.6 28.2 kBtu/hr 1 sys#1 5/15/2012 9:20 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 28.2 kBtu/hr 846 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS — Supply — V — Return — Air Percent HVAC # # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 90 ft2 Attic 25 ft2 DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling X an Feb Mar X Apr May Jun Jul XAug X Sep Oct Nov Dec Heating Jan Feb XMarXApr MayJun Jul �Xj XAug SepOct R1Nov Dec r Venting X Jan Feb X Mar A r X Ma Jun Jul Au Se X OctN v Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/15/2012 9:20 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: , FL, - MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. „ FL, - 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? 10. Ceiling Types No Insulation Area a. Under Attic (Vented) R=30.0 1446.00 ft2 6. Conditioned floor area (ft2) 1446 b. N/A R= ft2 7. Windows— Description Area c. N/A R= ft2 a. U-Factor: Dbl, U=1.30 114.00 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: Attic R ft2 6 90 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 28.2 SEER:15.00 SHGC: -d. U-Factor: N/A ft2 51 I 13 Heating systems kBtu/hr Efficiency -. Area Weighted Average Overhang Depth: a. Electric Heat Pump 3.833 ft. 28.2 HSPF:8.60 Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft2 a. Electric EF: 0.9 b. N/A R= ft2 c. N/A R= ft2 b. Conservation features None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. wise, a new EPL Display rd will be completed based on installed Code compli a res. Builder°Signature:0 Date: Address of New Home: 3 p �1��e� �� City/FL Zip:W--�, ,t VE Srs+ r COD vvE'��� *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge@ USA - FlaRes2010 Section 405.4.1 Compliant Software r Pro Job: ect Summa -� Wrightsoft® � � Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com Project Inf• • For: 62' GRAND CARLTON WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Notes: Design information Weather: Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 OF Daily range Relative humidity . L 50 % - Moisture difference 61 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17399 Btuh Structure 16133 Btuh Ducts 3009 Btuh Ducts 3659 Btuh Central vent (25 cfm) 773 Btuh Central vent (25 cfm) 414 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21181 Btuh Use manufacturer's data In Rate/swing multiplier 0.95 Infiltration Equipment sensible load 19195 Btuh Method Simplified Construction quality Average Fireplaces 0 Heatingg Cooling Area (ftz 1446 1446 Volume (ft') 12558 12558 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 94 48 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Model 25H BC530A AHRI ref no3676266 Efficiency . Heating input Heating output. Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28420 BFuh @ 47°F 947 cfm 0.046 cfm/Btuh 0 in H2O Latent Cooling Equipment Load Sizing Structure 2411 Btuh Ducts 1086 Btuh Central vent (25 cfm) 1049 Btuh Equipment latent load 4547 Btuh Equipment total load 23742 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/BtuI- Static pressure 0 in H2O Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .` Wrl IltSO1Tt' 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 ACCA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON It .rrp Calc = MJ8 Front Door faces: N Load Short Form Job: - wrightsoft� Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Froject intormation For: 62' GRAND CARLTON II, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design •;, • 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 COOLING EQUIPMENT Make Carrier Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Trade COMFORT 15 PURON SINGLE STAGE ... Model 25HB6530A Cond 25HBC530A - AHRI ref no3676266. Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 8.7 HSPF Efficiency 12.5 EER, 15.3 SEER Heating input Sensible cooling 19880 Btuh Heating output 28400 Btuh @ 47°F Latent cooling 8520 Btuh Temperature rise 27 OF Total cooling 28400 Btuh Actual air flow 947 cfm Actual air flow 947 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 ROOM NAME Area W) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1144 674 53 32 GRT RM/DINING 483 7087 7281 329 348 LAUNDRY 46 839 1859 39 89 KITCHEN 154 359 2942 17 141 MS BATH 53 907 1146 42 55 MS CLOSET 70 77 149 4 7 MS BDRM 266 4973 2990 231 143 HALL 18 19 37 1 2 BATH 45 514 237 24 11 BDRM 2 196 3577 2100 166 100 ri- f'14 4 -2- 7 A) 40 IVIIAO I CPC I-MV ao oil .,r r *� Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 19 Wrl htsoft" 2012-May-15 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 /ACC% E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 AA— n44O4 nn An nA7 AA-7 1 U I FiL0 1";j G I 1 0 1 401 Ito 7Y r ar i Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 wrightsoft' Right -Suite® Universal 2012 12.0.04 RSU05864 page 2 ACCA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJB Front Door faces: N wrightsoft* Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 150.7 ft 6.0 ft 3 Room height 8.7 ft p 8.0 ft heat/cool 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1444.5 ft2 60.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ftj 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 WWW 12C-Osw 0A91 n " 2.56 2.18 315 ' , ' 246' ; 627, _ 537 0, 0 . 0 ; 0 1A-rlomd 1.270 n 35.56 26.39 39 ;- ':0, 1367' 1029 6 ,0 0 . 0 2A-job 0.630 'n 17.64 22.24 • 15 0 265 , 334` . 01 0 . 0 . 0 2A-2om 0.840 n 23.52. 25:39 15. 01 353 .. 381 _' a ". 0,` 01 0 11 W 12C-0sw 0.091 a 2.55 2.18 49.0 450 1146 983 0 0 0 0 I--G 2A-2om 0.840 a 23.52. 68.19 40 3 931 2699. 0 0 0 0 12C-Osw 0.091 s 2.55 2 18 1241 83, ,. -211- 181. 48 27, 69. 59 -G 2A-2om. 0.840 s 23.521,25.39 - 20 20 470, 508' 0 . 0 ; 0 0 �D Ain- 0.600 s 16.80 17:4G ' 21 ' 21 353 365: - 21' 21 353 365 W 12C-0sw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W 12C-0sw' 0.091! .. w 2.55 2.1'8 282. 276 702 662. _ 0 6- 0 . 0 L-G .2A-26m 0,840 w 23.52 66' 18 ,. 61 , V .. 141 ' . 397 0:: 0 0 0 W 13A-50cs 0.125 w 3.50 2.22 64 64 224 142 0 0 0 0 P 126.Obw 0.097 - 2.72 0:65. 2d-4 204,' 554` :- 174'' 80; - 80 : - ` 217• 68 C 166-30ad 0.032 0.90 1.68, 1389, 1389 1244, 2333 60 60 54 101 C 16C-19a1 0.049 - 1.3T , 2,08: ' % _ 56' 771 _ 1,17' 0 01" 0 ` 0 F 22A-tph _ 1.358 38.02 0.00 1445 151 5729 0 60 6 228 0 6 c) AED excursion 423 -35 Envelope loss/gain 14501 11279 921 558 12 a) Infiltration 2898 794 106 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 3600 - 0 Subtotal (lines 6 to 13) 17399 16133 1027 588 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17399 16133 1027 588 15 Duct loads 1:7% 23% 3009 3659 11% 15% 117 87 Total room load 20408 19792 1144 674 Air required (cfm) 1 947 1 9471 1 1 531 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsofta 20.12-May-15 09:13:19 9 Right -Suite@ Universal 2012 12.0.04 RSU05864 Page 1 .4CC" EAWrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N rp wrightsoft° Right-J® Worksheet Job: Entire House Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com 1 Room name GIRT RM/DINING LAUNDRY 2 Exposed wall 45.0 ft 6.5 ft 3 Room height 9.8 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 482.5 ft 7.0 x 6.5 ft 5 Room area 482.5 ft' 45.5 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 12C-Osw 0:091 n 2.,55 2.1 & 196 ` 157 4001 ° 343 0' 01 0 0 1A-rl;omd 2A,2ob 1.210 0.630 .n n 35:56 17.64 26;39 22 24 39 0 01, 0. 1387 0 1029' 0' 6 0 0. 0" 0 0 0 0 2A-2om 0.840 n 23.52 25.39. 0 0 : 0 01, 0 0 0; 0 W 11 12C-Osw 0.091 a 2.55 2.18 245 205 523' 449 0 0 0 0 2A-20m 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-Osw 0.091T s 2.55 " 2. f8 0 & (A _ 0, 0'. 0 . 0 0 2A-26m 0.840 s 23;52 25.'39 0 ', 0. 0 0 0 0 0 0. D ,11Jb: 0.60b s '16.80 17:40: - 0 I. • 0: 0 _ 0 0, 0 0 0 W IW- G 12C-Osw 12C-Osw 2A-2om 0.091 0.091` 0.840 sw w w , 2.55 2.55 ; 23.52 2.18 2.18 66.18- 0 '. Q 0 0 0 0 0 '„ 0 , Q 0 0 0' 0 +52• 0. 0 52 0 0 132' ` 0 0 114 . 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 1213Obw 0:097 - 2:72 0,85. 1,. 0:. `0 6 0' 56 56 152 48 C 1613-30ad 0.032 0.90 1.68 483 483 432 811 46 46 41 76 C 16C-1gal 0.049 1.3T 2.08 0 D; 0. 0' 0: '. 0 0 0 F . 22A-tph 1.358 38.02 0.00 483 45 1711 0 46 7 247 0 6 c) AED excursion 1 288 -83 Envelope loss/gain 5385 5619 573 155 12 a) Infiltration 977 268 115 32 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 6362 6346 688 1387 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6362 6346 688 1387 15 Duct loads 11% 15% 725 935 22% 34% 151 472 Total room load 7087 7281 839 1859 Air required (cfm) 329 1 3481 39 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightSoft' Right -Suite® Universal 2012 12.0.04 RSU05864 2012-May-15 09:13 Page ge 2 2 AGGA EAWrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsoft• Right-M)Worksheet Job: Enure House Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 7.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 154.0 ft 7.0 x 7.5 ft 5 Room area 154.0 ft2 52.5 ft' Ty Construction U-value Or HTM Area (M Load Area M 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 12C-Osw 0.091' n 2.55 2.18 0 0 0 C 0 0 0 0, 0 1A-r1omd 1.270. n 35.56 26.39 0, 0 0' 0 -0• 0 0 0 2N-2ob 2A-2om 0.630 0.840 n n 17.64 23.52 22.24 25:39 0, O 0 0 0 0: 0 0 0 0 0 0 0 0 0 0 11 WJ 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 G 2A-2om 12C-0sw 2A-20m 11,10 12C-Osw 12C-Osw 2A-2om 13A-5ocs 0.840 0.091 0.846 0.600 0.091 0.091 0.8.40 0.125 a s s s sw w w w 23.52 2.55 23.52 16.8Q' 2.55 Z55 23.52, 3.50 68.19 2.18' 25.39 17.40 2.18 2.18 66.18, 2.22 0 " 6. 6 0 0 0 0' 0 0 0 - 0 0 0 _ 0 0.. 0 0 6. 0' 6, 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0; :0 0 60•. 6 0 0 0' 0 0 0 54 1- 0 0 0 0 0 0 138 141 0 0 0 0 0 0 118 397 0 W IWI �--G W P 12B-Obw. 0.097 - 2.72' 0.85 . 68 _ 68 185 58 0. 0 0 0 C 1613-30ad 0.032 0.90 1.68 154 154 138 259 53 53 47 88 C 166-19al 0.049 1.37 2:08 0, 0 0 0 10 0 0 0 F 22A-tph 1.358 38.02 0.00 154 0 0 0 53 8 285 0 6 c) AED excursion -153 215 Envelope loss/gain 323 164 611 818 12 a) Infiltration b) Room ventilation 0 0 0 0 133 0 36 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 2400 0 Subtotal (lines 6 to 13) 323 2564 744 855 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 323 2564 744 855 15 Duct loads 11% 15% 37 378 22% 34% 1CA 291 Total room load 359 2942 907 1146 Air required (cfm) 17 141 42 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri F�tsotrt' 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 3 �� E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N I + wrightsoft Right-J® Works heet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 ft 42.0 ft 3 Room height 8.0 It heat/cool 8.5 ft heat/cool 4 Room dimensions 7.0 x 10.0 ft 14.0 x 19.0 ft 5 Room area 70.0 ft' 266.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cocl Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-0sw 0.091 n 2.55 2.18, 0 0 0 ' 0 1.19; 89 227 . 194 IA-rlomd 1.270 n 35.56• 26.39- A : 0. 6 6 •0 0. 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 15 0 265 334 2A-2om 0.840 n 23.52 25.39 0. 0 0 0 15 0 353 381 11 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 77 77 195 167 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.55. 2.18 0 0 0 0 0 0 6 0 2A-2om 0.840 s 23.52. 25.39 0 0 0 0' ¢ 0 0 0 IIJO 0.600 s 16.80 1:7.40 0 G 0 0; 0: 0 0 0 W 12C-0sw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 IW 12C-0sw 0.091: w 2.55 2.16,, 6, q' ' 0 0 162' 162 412 353 �--G 2A-2om 0:840 w 23.52: 66.1 & . .0 0 0 '. 0. ' 0 .. '0' 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 128-Obw 0.097 2.72, 0.85 0, 0'' 0 0' 0 0 0 0 C 1613-00ad 0.032 0.90 1.68 70 70 63 118 266 266 238 447 C 16C-19al 0.049 1.3T 2:06r'' 01 0 6 6 0, ;0 '0' 0 F 22A-tph 1.358 38.02 0.00 70 0 0 0 266 42 1597 0 6 c) AED excursion -7 139 Envelope loss/gain 63 111 3286 2014 12 a) Infiltration 0 0 791 217 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 63 111 4077 2231 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 63 111 4077 2231 15 Duct loads 22% 34% 14 381 22% 34% 896 760 Total room load 77 149 1 4973 2990 Air required (cfm) 1 1 41 7 231 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft� 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 4 14FC4" EAWrightsoft HVAMWynne Corpl62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsoftRight-M Worksheet Job: Entire House Date: MAY 15, 2012 COMFORT CONTROL OF SLC, INC. By: PATRICIA ZIMMERMAN 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com 1 Room name HALL BATH 2 Exposed wall 0 ft 5.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.0 ft 9.0 x 5.0 ft 5 Room area 17.5 ft' 45.0 ft2 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 12C-Osw 0.091 n 255 2.18 0 0 0' 0 0 0 0 0 1A-r1omd 1.270 n 35.56 26.36 0 0 0 0, 0 0 0 0 N '2A-2ob 0.630 n 17.64 22:24: 0 - 0 0 0 0 0 0 0 2A-2om 0:840 n 23.52 25.39: 0 0, 0 0 0 0- 0 0 11 Vpl 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 40 40 102 87 -G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18, 0 0 0, 0 0' 0 0 0 - G 2A-2om 0.840 s 23.52 25.39 0 0 0' 0 0. 0 0 0 L-D 11J0 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 I-G 2A-2om . 0.940, w. 23.52 66.18 0. 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 9.72 0.851 :0 0 0 0; 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 18 18 16 29 45 45 40 76 C 16C-19al 0,049 1.37 2.08:. 0 0:. 0. _ 0 0 0 0 0 F 22A-tph 1.358 38:02 0.00 18 0 0 0 45 5 190 0 6 c) AED excursion -2 -11 Envelope loss/gain 16 28 332 152 12 a) Infiltration 0 0 89 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 16 28 421 177 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16 28 421 177 15 Duct loads 122% 34% 3 9 22% 34% 93 60 Total room load I 1 19 37 514 237 Air required (cfm) 1 2 24 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- Right -Suite® Universal 2012 12.0.04 RSU05864 2012-May-15 0 Page 5 '� E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N * wrightsoft° Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 MASTER LAV 2 Exposed wall 30.7 ft 8.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 195.5 ft 7.0 x 8.0 ft 5 Room area 195.5 ft2 56.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.001 n 2.55, 2.18 0 10 0 0 6 0 o.. 0 IA-rlomd 1.270 n 35:56 26.39 _ 0 0' 0 0 0• 0 0 0 N 2A-kb 0.630 n 17.64 22.24' 0 0 0 0' 0' 0 D 0 2A-2om 0.840 n 23.52 25.39 0. 0 6 0 0 '- 0 0. 0 11 12C-0sw 0.091 a 2.55 2.18 128 128 326 280 0 0 0 0 2A-2om 0.840 a 23.52 68.19 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 2A=2om 0.640 s 23:52 25.39 20 20' 470 508• 0. 0 0 0 91J0 ' 0.600 s 16.80 17.40 0 'of 0 10 0 . 0 .0 • 0 W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W 12C-Osw 0.091 w _ '2.55• 2.18 8 8 20 17 0 0. 0 0 2A-2om 0.840 w 23.52 66:18 0 '0• 0 0 0' 0 .0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 64 64 224 142 P 126-01rw 0:097 2.72 0:65, 0 0 0 0, 6 -. 0. 0. 0 C 1613-30ad 0.032 0.90 1.68 196 196 175 328 0 0 0 0 C 16C-19al 0.049 1.37 2.08' 0, 0 0:. A:. 56 . 56. 77' 117 F 22A-tph 1.358 38.02 0.00 196 31 1166 0 56 8 304 0 6 c) AED excursion 1 88 -17 Envelope loss/gain 2387 1417 605 242 12 a) Infiltration 645 149 142 39 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2932 1567 747 281 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2932 1567 747 281 15 Duct loads 22% 34% 645 533 22% 34% 164 96 Total room load 1 1 3577 2100 911 377 Air required (cfm) 166 100 42 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right -Suite® Universal 2012 12.0.04 RSU05864 2012-May-15 0 Page 6 ��` E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N `Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. MiTek" RE: M11323 - 62' Grand Carlton III with porch MITek USA, Inc. Site Information: 6904 Parke sEast Blvd. Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: 62' GRAND CAI��. 69-III AWPORCH 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: FBC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: N/A Wind Speed: 165 mph Floor Load: N/A psf Roof Load: 37.0 psf This package includes 13 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. INo. I Seal# Truss Name I Date 5/14/012 T4386202 J A6 15/14/012 1 I T4386203 J A7 15/14/012 1 �4 I T4386204 I A8 15/14/012 1 5 I T4386205 A 15/14/012 1 6 I T4386206 I A 15/14/012 1 7 I T4386207 I GRA 15/14/012 1 8 iT4386208 IGRB 15/14/0121 �9 IT4386209 JJ2 15/14/012 1 10 IT4386210 I J4 15/14/012 J 11 I T4386211 J J6 1 5/14/012 1 12 IT4386212 I J8 1 5/14/012 1 13 I T4386213 I KJ8 15/14/012 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: Albani, Thomas 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. ,,,BPS IIAI I!►4 0 �D E NSF 39 0 S TAT E OF 0NA1-E� �%�• r111111 Model: M11: Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M 19323 A5 SPECIAL 9 1 Chambers Truss Inc-, Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:12 2012 Page 1 ID:2GIScwwyY5hnGhXVARzUkuyuFUM-Ek_ISVkUDOgX21 WCfgALeIXGy3TKyOD71 SbGTzGdw 1-0 7-85 105-0 17-M 20-4-8 264-0 34-0-0 5 -0-0 7-8-5 2-9-15 65-12 3.4 8 5-11-8 7-84 -0-0 Scale=1:59.7 4.00 12 2.00 12 5x8 = 13 12 3x6 7x12 = 2x3 11 r 10-64 20-4-8 26-4-0 r 34-0-0 10-04 9-10-4 5-11-8 75-0 ,i Plate Offsets (X,Y):r2:0-8-0,0-1-41.r4:0-3-O.Edoel.r10:0-3-14.0-1-81.113:0-6-0,0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lld PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.70 14 >569 360 MT20 244/190 WIN 7n Lumber Increase 1-25 BC 0.95 VertL -1.1913-14 >336 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(TL) 0.39 10 n/a Na BCDL 10.0 Code FBC2010rrP12007 (Matrix) Weight: 171 lb FT = 0% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 10-13: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 6-14: 2x4 SP M 30 REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 10=1125/0-8-0 (min. 0-1-9) Max Harz 2=166(LC 7) Max Uplift 2=-816(LC 8), 10=-816(LC 8) Max Grav 2=1305(LC 2), 10=1305(LC 2) BRACING TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-14 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer histillatloo guide, FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5498/3134, 3-4=5106/2822, 4-5=5058/2829, 5-6=5133/2933, 6-7=2336/1492, 7-8=2310/1411, 8-9=2368/1397, 9-10=3053/1724 BOT CHORD 2-14=2890/5212, 13-14=978/2035, 12-13=1519/2823, 10-12=-1519/2823 WEBS 3-14=350/372, 5-14=259/273, 6.14=1785/3313, 6-13=254/513, 9-13=711/465, 9-12=0/284 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSUfPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 10. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard WARMING -Verify design pow-n fers arrd READ NOTBS ON MS AM INCLUDED Nf7EKKREFE12ENCE PBGB Ml1.7473 BEFORE USE Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown' Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility, of the ' erector. Additional permanent braci6q of the overall structure Is the responsibility of the building designer. For general guidance regarding ' fabrication; quality control, storage, -delivery, erection and bracing, consult ANSVTP11 QuaBty Cdteda, DS5.89 and BCSI BuIlding Component Safetv Informa8on wailable.from Truss Plate Institute, 781 N: Lee Sheet, Suite 312, Alexandria, VA 22314. there Pine 1 FL Cert. 663.4 May 14,2012 MiTek' 6904Parke East Blvd.' Tampa, FL 33610-4115 Job Truss Truss Type O Ply 62' Grand Carlton III with parch M.11323 A6 SPECIAL �ly 1 e e ce o ' ....... .._�. ��_• ����. r�� ��=wc ��. �»=o� nun: r.sau s rep zq zuiz rnnc r.sou s „przs zuiz mu eK mausuies, ma mon may iv ua:oa:is zuiz rage i ID:2GIScwwyY5hnGhXVARzUkuyuFU M-iwY7grl6_KyOgB4imMB P usHgDMO93M cM Lh B9pvzGdvu 1-0 8-11-11 16-0 0 18-M 20-4-8 25-11-15 34-0-0 5-0 -0-0 8-11-11 7.05 2-0-0 24-8 5-7-7 8-0-1 -0-0 4.00 12 4x8 4x5 5 6 2.00 12 12 11 7x8 = 2x3 II 10-6-4 4-5-12 114-4-5 5-7-7 8-0-1 LOADING (pso TCLL 20.0 TCDL 7.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 CSI TC 0.96 BC 0.98 Rep Stress Incr 0. 9 BCDL 10.0 Code FBC2010/TP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 9-12: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-9) Max Horz 2=157(LC 7) Max Uplift 2=-816(LC 8), 9=816(LC 8) Max Grav 2=1305(LC 2), 9=1305(LC 2) Scale=1:61.7 V rZ. 6 I US ZZr DEFL in Vert(LL) 0.66 Vert(TL) -1.08 (loc) Vdeft Ud 14 >604 360 14 >371 240 PLATES GRIP MT20 244/190 Horz(TL) 0.38 9 n/a n/a Weight: 174 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. ek recommends that Stabilizers and required cross bracing Fblnstalledduring truss erection, in accordance with Stabilizer allation uide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5444/3094, 3-4=5296/3097, 4-5=-5035/2828, 5-6=2271/1421, 6-7=2292/1373, 7-8=2300/1351, 8-9=-3064/1740 BOT CHORD 2-14=-2847/5159, 13-14=-1107/2312, 12-13=1039/2147, 11-12=-1536/2836, 9-11=-1536/2836 WEBS 4-14=-465/493, 5-14=-1570/2920, 5-13=373/161, 6-13=188/550, 8-12=822/564, 8-11=0/309 NOTES +,t��I1111 �` rS A.. A C 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; �� G E N •' i� SF�'.q/ii 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; �%��: Grp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 r -� ^`~ i O 3938 �• 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * %• + 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. } it .` 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify - ATE �U capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift atjoint 2 and 816 lb uplift at joint 9. ®. 0 �i� �+ . p R 0 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �l� • e...... �O N A� LOAD CASE(S) Standard FL Ced. 663.4 May 1.4,2012 . .WARh7RG . Verify design painom ices cmd RM MM.S ON.MS AWD BVUUDED MTHCREFEREWCE PAGE MI-7473 BEFORE USE, Design valid for use only with MITek:connectors. This design Is based onupon parameters shown, and is for an individual building component. Applicability, of design parameters and proper incorporation of component is responsibility of bunting designer- not truss designer. Bracing shown Is for lateral support of individual web members only: Additional temporary bracing to Insure -stability during construction tithe responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility.of the building designer. For general guidance regarding MITek• fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/TPli Quality CrBeda, DSB-89 and SCSI building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312,.Alexandria, VA 22314.. 6904 Parke test Blvd. - - lfSauthartlPme (Sp orlumber is. specified thedesigrlvaluesarefhoseeffectiveDW01120126 ALSCor pro osed'bySPIB. Tampa, FL 33610.411§ Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch Mt'1323 A7 SPECIAL 1 1 Job eee c 'o a cnamcers i russ inc., Tort Tierce m. si -az stun: r.a4u s Teo z4 zu,z runt r.Jou s Aprza zulz mu eK mausmes, mc. mon may i4 us:o4as zuiz rage i ID: WSJgpGwalPpeur6hk9UjG5yuFUL-iwY7grl6_KyOgB4imMBPusHijMOW3JFMLhB9pvzGdvu ,1-0 0 8-10-10 14-0-0 20-0-0 25-11-15 34-0-0_5 0 q i-0 0 8-10-10 5-1.6 T 6-0-0 5-11-15 8-0-1 -0-0 Scale = 1:60.7 5x6 A nn 4 5x6 = 5 1u 9 3x6 7x12 = 2,r3 II 2.00 12 LOADING (psf) SPACING 2-0-0 CSI DEFL TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) TCDL 7.0 Lumber Increase 1.25 BC 0.96 VertTL BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(TL) BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x6 SYP Not *Except* BOT CHORD 7-10: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-11: 2x4 SP M 30 REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 7=1125/0-8-0 (min. 0-1-9) Max Horz 2=137(LC 7) Max Uplift 2=-816(LC 8), 7=816(LC 8) Max Grav 2=1305(LC 2), 7=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5469/3080, 3-4=5088/2831, 4-5=2133/1355, 5-6=-2343/1400, 6-7=3033/1714 BOT CHORD 2-11=-2831/5183, 10-11=-1412/2782, 9-10=1507/2803, 7-9=1507/2803 WEBS 3-11=396/432, 4-11=1367/2696, 4-10=-813/405, 5-10=172/456, 6-10=727/480, 6-9=0/293 in (loc) I/defl Ud 0.61 11 >651 360 0.37 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 164 lb FT = 0% Structural wood sheathing directly applied or 2-2-0 cc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 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 816 lb uplift at joint 2 and 816 lb uplift at joint 7. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ��. r fir ATE O. 1�11111 . FL Cert. 6634 . May 14,2012 AWARNINO -VenD design paroanetei s mtd READ NOTES ON 7TIIS AND. INCLUDEDWTEK REF.ERENGE PAGE JUI-7473 EEFORS USE, Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for.an individual building component. �• Applicability of design parameters and proper Incorporationof component is responsbiliN 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 isthe responsibility of the '�e�• erector. Additional permanent bracing of the overall. structure is, the responsibility of the building designer. For. general guidonce.regprding M fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP0 Quality Crllede, DSB-89 and BCSI,Building Component 89(M Parke East Blvd. Safety InformaBon available fir Truss Plate Institute, 181 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Parke 3 East Blv . If Southern Pine SP or SP lumber is s ecified the des n values are those effective 8Sf01f20112 by ALSC or ro osed by SPIB.. Job Truss Truss Type city Ply 62' Grand Carlton III with porch M41323 A8 SPECIAL 1 1 1 Job e e c o to al i,namve,s cuss IOG., ron rlefGe r1. J4eOG Kun: /.34u is rea z4 zulz rnni: —au s Apr— zulz m1I eK Inausuies, mc. man may 14 uu:a :i4 zulz rage 7 ID: WSJgpGwalPpeur6hk9UjG5yuFUL-A66MBmkle5FILfuK3ieQ3quDmkgogZWaLxiLLzGdvt 1-0 8-8.4 12-0-0 15 8 4 20-4-8 22-0-0 24 8-12 34-M 5-0 -0 0 8�-4 3-3-12 3-8-4 4-8-4 1-7-8 2-8-12 9-3.4 -0-0 4.00 12 5x6 = 3x4 = 4 14 5 2x3 II 5x10 6 15 7 7x12 = 3x4 = 2.00 12 I 10-6-4 10-0 4 20�-8 N:4 22-0-0 34-0-0 1-7 8 12-0-0 Plate Offsets KY): 12:0-8-0.0-1-41.17:0-5-0.0-2-01.19:0-3-14.0-1-81.112:0-6.0.0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.60 13 >667 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.19 9-11 >336 240 BCDL 10.0 I Code FBC2010rrP12007 I (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 9-12: 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-8) Max Horz 2=117(LC 7) Max Uplift 2=816(1_C 8), 9=816(LC 8) Max Grav 2=1305(LC 2), 9=1305(LC 2) Scale = 1:60.7 Weight: 171 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation oulde. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5482/3092, 34=5091/2819, 4-14=3839/2180, 5-14=3839/2180, 5-6=-2457/1512, 6-15=-2457/1512, 7-15=2457/1512, 7-8=2547/1492, 8-9=2889/1682 BOT CHORD 2-13=-2844/5195, 12-13=-1697/3196, 11-12=1153/2374, 9-11=-1467/2678 WEBS 3-13=387/422, 4-13=938/1752, 5-13=279/820, 5-12=-913/539, 6-12=252/222, 7-12=297/322, 7-11=2761705, 8-11=-482/465 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 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 816 lb uplift at joint 2 and 816 lb uplift at joint 9. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard WARNING - Velafg design parameEers and ItSAD NOTES ONTHIS AND INCLfrPED E2fTEKREFEREl4CEPBGE J}9Ih7473 BEFONS USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component Applicability of design parameters and proper Incorporation of component is responsibility of building designer+ not truss designer. Bracing shown ' is for lateral support of individual web members only. Additional temporarybracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control; storage, delivery, erection and bracing, consult ANSVTPII Quality Cdleda, DSB•89 and BCSI Bundlnp Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312,.Alexandria. VA 22314. It Southern Pine SP or SP lurilber is specified the design values are those effective 0610112012 by ALSC or proposed'by SP18. AI q J# �� Q'.•• <e �� ♦♦ice?: C' E•NSF•'.9!li, A9380 it iO•• ATE w�Al 111111►. FL Cert. 6634 May 14,2012 Mal'' . . MiTek' . 6904 Parke East Blvd. .Tampa, FL 33610-4115 Job Truss Truss Type City Ply 62' Grand Carlton III with porch M41323 A9 HIP 1 1 Job Reference o 'o al t.flamoars Mess IUG., tort rlefGe rr. J4aOL Kun: f.J4U s reU L4 ZUIL rnnu f.zou s Apr Ls Zulz MI I eK inaustnes, ma Mon May 14 UU:o4:14 ZU1Z Pagel ID:_etC1 cxC3ixVV?huls?ypJyuFUK-A66MBmkle5FILfuK3ieQ3g13mg2onKWaLxiLLzGdvt TWO 6-7-15 10-0-0 15 2-14 20-0 0 24 0 0 27- 1 34-M 35-0-0 i-0-0' 6 7-15 3 4 1 52-14 5-1-2 3�-0 3�-1 6-7-15 1-0-0 4.00 12 4x4 3x4 = 4 18 5 2x3 II 5x10 6 17 7 Scale = 1:58.7 3x4 = 15 14 13 12 11 3x4 = 3x8 = 3x6 = 6x8 = 3x6 _ 3x4 = LOADING (psi) TCLL 20.0 TCDL 7.0 BGLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SPACING 2-0-0 CSI Plates Increase 1.25 TC 0.25 Lumber Increase 1.25 BC 0.56 ep ress ncr WB 0.95 Code FBC2010/TPl2007 (Matrix) DEFL in (loc) Vdefl L/d Vert(LL) -0.21 9-11 >748 360 Vert(TL) -0.55 9-11 >291 240 Horz(TL) 0.02 13 n/a n/a BRACING TOP CHORD BOT CHORD REACTIONS (lb/size) 2=575/0-8-0 (min. 0-1-8), 9=30010-8-0 (min. 0-1-8), 13=1376/0-8-0 (min. 0-1-14) Max Horz 2=97(LC 7) Max Uplift 2=-452(LC 8), 9=-270(LC 8), 13=91 O(LC 8) Max Grav 2=692(LC 19), 9=390(LC 20), 13=1592(LC 2) FORCES (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1216/687, 3-4=882/468, 4-16=801/463, 5-16=801/463, 5-6=378/797, 6-17=378I797, 7-17=378/797, 7-8=89/270, 8-9=312/169 BOT CHORD 2-15=551/1110, 14-15=31/300, 13-14=31/300, 12-13=244/271, 11-12=244/271, 9-11=-139/260 WEBS 3-15=-379/356, 5-15=256/643, 5-13=-11911752, 6-13=-263/230, 7-11 =-1 58/383, 8-11 =-424/384, 7-13=-818/443 PLATES GRIP MT20 244/190 Weight: 156 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 6-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 452 lb uplift at joint 2, 270 lb uplift at joint 9 and 910 lb uplift at joint 13. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 May.14,2012 AWARMING Vvr y design par..f. and READ N077?S ON7HIS.$ND INCLUDED BIITEKREPEREIICE P.AGE M7.7473 BEFORE USE. Design.valid for use only with Mirek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsblity'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 responsibO6ty of the erector. Additional permanent bracing ofthe overall structure Is the resporubilty of the building designer. For general guidance regarding MITek` fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTP11 Quality Criteria, DSB=89 and BCSI Building Component 6904 Parke East Blvd. lately Information. available from Truss Plate Institute, 181 N. Lee Sheet.. Suite 312. Alexandria, VA 22314. - Tampa, FL33810-4115 If Southern Pine SP or.SPp lumber is specified, the deli n values are those effective 0610112012 by ALSO or ro osed by SPI8. Job Truss Truss Type Ply 62' Grand Carlton III with porch M11323 A COMMON �QI:y 9 1 o e e ce o 'o ai .i,eii�ucia i ivao n u„ r�c�uc ri. wcvc Run: ia.3 u s 4 reD L4 Luiz rrim: /.30u is Aprza Luiz MI I ex inauslrles, inc. Mon May 14 MbClL 1U1Z cage 1 ID:a3B4PavKnnZweXyJckSFBgyuFUN-Ek_ISVkUDOgX21WCfgALelfuy9iKzgD71SbGTzGdvv 1-0 6-7-13 12.4-13 17-M 21-7-3 27-43 34-0-0 5-0 O, 6-7-13 5-9-0 4-7-3 4-73 5-9-0 6-7-13 -0-0 Scale = 1:57.8 n1 cS 4.00 12 4x4 = 6 19 3x6 17 ••, 15 14 '�' 12 3x6 ZZr 2x3 II 4x6 3x8 = 3x8 = 4x8 2x3 II LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SPACING 2-0-0 CSI Plates Increase 1.25 TC 0.36 Lumber Increase 1.25 BC 0.55 Rep Stress Incr YES WB 0.58 Code FBC2010/TPI2007 (Matrix) DEFL in (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.3014-15 >999 360 MT20 244/190 Vert(TL) -0.73 14-15 >546 240 BRACING TOP CHORD BOT CHORD REACTIONS (lb/size) 2=1210/0-8-0 (min. 0-1-10), 10=1210/0-8-0 (min. 0-1-10) Max Horz 2=166(LC 6) Max Uplift 2=844(LC 8), 10=844(LC 8) Max Grav 2=1355(LC 2), 10=1355(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3245/1839, 3-4=2656/1547, 4-5=2606/1555, 5-18=2655/1658, 6-18=2595/1654, 6-19=-2595/1654, 7-19=-2655/1658, 7-8=2606/1555, 8-9=-2656/1547, 9-10=3245/1839 BOT CHORD 2-17=1635/3008, 16-17=-163513008, 15-16=1635/3008, 15-20=928/1921, 20-21=-928/1921, 14-21=-928/1921, 13-14=1635/3008, 12-13=1635/3008, 10-12=1635/3008 WEBS 6-14=523/891, 7-14=-313/304, 9-14=600/407, 6-15=523/891, 5-15=313/304, 3-15=-599/407 Weight: 163 lb FT = 0% Structural wood sheathing directly applied or 3-8-2 oc purlins Rigid ceiling directly applied or 5-8-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=341t; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = I D.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844 lb uplift at joint 2 and 844 lb uplift at joint 10. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 29 lb up at 15-0-0, and 50 lb down and 29 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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: 1-6=44, 6-11=-44, 2-20=20, 20-21=-50, 10-21=20 WARtM Verify design. p.,%..� and RF4D ROM ONTIIIS AND INCLUDED Design valid for use -onywith MiTek connectors. This design is based only upon parameters shown, Applicabirity of design parameters and proper incorporation of component is responsibility of build Is for lateral support of individual web members only. Additional temporary bracing to insure siabil'. erector. Additional permanent bracing of the overall stricture is the responsibility, of the building d fabrication, quality control, storage, -delivery, erection and, bracing, consult ANSI/fPli Quanty.0 Safety Information , available from Truss Plate Institute,' 781 1J. Lee Street, Suite 312. .Alexandda, VA2 Cf Southern Pine SF or SPp lumber Is speritiied the design v6iues are those effective O5'O1, XREFERENCE PALE-M-7473 BEFORE USE, for an individual building component. !signer- nottruzdesigner. Bracing shown ing.construction is the responsibility of the !r. For general guidance regarding DSB-89 and BCSI Building Component 1� d ft AT E .0 A, FL Cert. 6634 May 14,2012 MiTek° 6904 Parke East Blvd. Tampa, FL 33616-4116 Job Truss Truss Type Qty Ply Carlton III with porch M41323 A COMMON B 1 I 16i'Grand Job Reference O iO LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 18=43(F) 19=-43(F) n� a npr w cu rc mr r en mausuros, mc, mon aiay w ua:ov: i< cu ra rage c ID:a3B4PavKnrlZweXyJckSFBgyU;6W k_ISVkUDOgX21WCfgALelfuy9iKzgD71SbGTzGdvv . %PS , A ► q �'��, 3 3938 3 .0 ATE • NA1-�� �``• ►nnn FL Cert. 6634 May 14,2012 AWARNING - Verify design p--Yzef—and READ NOTES ON THIS AND INCLUDED MTEKREFERENCE PAGE DU7.7473 BEFORE US& Design valid for use only with MfTek connectors. This design is based only upon parameters shown, and is for an Individual building component. ��• Applicab7ty, of design parameters and proper Incorporation of component is responsibility of building designer= not truss designer. Bracing shown ..Is for lateral support.of individual web members any. Additional temporary bracing to insure stability durihg'construction is the responsibltity, of the p,A1Te�. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding. MVV�� fabrication, quality control; storage, delivery. erection and bracing: consult ANSI/TPII Quality Criledo, DSB-B9'and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, Parke 3 ast Blvd. If.Sauthern Pine SP or SPp lumber is specified the design values are those effective 0510112012 b ALSC or reposed SPI8. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 GRA HIP 1 1 b Reference (optional) --...................... ............. .�..�,. .....�. 108-0-0 11-1-1 ,.Lin: ..3o.<.,<w , raga i ID:etClcxC3ixW?huls?ypJyuFUK-eJguSXnMWxD5vVE4unDtzHMODABUXJXfp?gFtozGdvs 17-0 0 18&0 22-2-2 26-0-0 3"-0 5-0- -0-0 8-M 3-1-1 5-10-15 1 6-0 3-8-2 3-9-14 8 0 0 -0-0 ) Top chord must be braced by end jacks, Scale = 1:60.7 roof diaphragm, or properly connected 4x4 = purlins as shown. 11 14 9 7x10 6 17 6x10 ZZ 4.00 12 4 4x6 19 3 13 Sx6 21 10 n N 1 23 w d 3x4 = 29 28 27 to 26 25 24 4x4 = d US II 3x6 = 6x8 = 3x6 = 6x8 = 6x8 = 8-0-0 i 11-1-1 18-" 2"-0 44-0-0 8-0-0 3-1-1 7-4-15 7E41 8-0-0 Plate Offsets (X.Y): r3:0-3-8.Edgel, f21:0-3-8.Edael. f22:0-3-10.Edgel. r24:0-3-8.0-3-01 f27:0-3-8.0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.13 22-24 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.26 2-29 >489 240 BULL u.0 Rep stress Incir WB 0.630.03 22 n a n a BCDL 10.0 Code FBC2010rrP12007 (Matrix) Weight: 194 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD 3-11,11-21: 2x4 SP No.3 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS JOINTS REACTIONS All bearings 0-8-0. (lb) - Max Horz 2=166(LC 7) Max Uplift All uplift 100lb or less atjoint(s) except 2=361(1_C 8), 27=1182(LC 8), 26=1472(LC 8), 22=648(LC 8) Max Grav All reactions 250 lb or less atjoint(s) except 2=480(LC 19), 27=2269(LC 13), 26=2882(LC 14), 22=956(LC 14) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=560/309, 3-5=-358/948, 5-7=616/1259, 7-8=-616/1259, 8-10=-616/1259, 10-12=-616/1259, 12-13=-616/1259, 13-15=-616/1259, 15-16=616/1259, 16-18=616/1259, 18-20=2145/1219, 20-21=2145/1219, 21-22=2236/1203, 6-9=163/310,9-11=154/376,11-14=-226/417,14-17=-148/282 BOT CHORD 2-29=-1911597, 28-29=-140/465, 27-28=140/465, 26-27=834/497, 25-26=-373/630, 24-25=373/630, 22-24=1027/2068 WEBS 3-29=-455/1140, 3-27=-1766/891, 5-27=766/630, 5-26=-501/320, 13-26=918/612, 18-26=-2399/1452, 18-24=-825/1760, 21-24=36/367, 4-5=562/478, 19-20=-345/311, 14-15=509/387 Structural wood sheathing directly applied or 3-11-10 oc purlins Except: 1 Row at midpt 8-21 Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 18-26 1 Brace at Jt(s): 7, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pond ing. 4) All plates are 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 361 lb uplift at joint 2, 1182 lb uplift at joint 27, 1472 lb uplift at joint 26 and 648 lb uplift at joint 22. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. '. Design valid for use on JII Applicability of design Is for lateral support of erector. Additional pe raoncavon,.quauryc Safety Information c [(Southern Pine SF ,,�'S r 111Ate ,ice ,•''(�'� E nj S •.�2�ai r,4 3938 �0 � LATE 00 . � FL Cert. 6634 May 14,2012 desa parcanefer.omdRERADK07B.SON7WSAND BVCLUDEDb1MKREPERENCEPAGE 2fftl•7473BEFC'RBUSE, with MiTek connectors. This design is based only upon parameters shown; and is for an individual building component. ammeters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown: .. dividual web members only. Additional temporary bracing to insure stabiliy'during construction is the responsibilliy of the �• nanent bracing of the overall structure isthe responsibility of the building designer. For general guidance regardingMiTek` rol, storage, delivery, erection and bracing, consult ANSIAP11 Quality Criteria, DSB-8? and BCSI BuIlding Component 6904 Parke East Blvd. able from Truss Plate Institute, 781 N..Lee Street, Suite 312, Alexandria, -VA 22314. . . 1. . Tampa; FL 33610-4115 SPp) lumber is speed, the design values are those effective 6610112012 by ALSO or proposed by SPIEL Job Truss Truss Type Qty Ply Carlton III with porch M11323 GRA HIP 1 1 162'Grand ob e e 'o a ..n„. .. i,,,» n -, .,n nmw n..r,aoz nun: r.cqu s reo zq zv iz rnnc r.sau s Aprza zuiz mn eK mausmes, ma. mon may lq utr; q:lu zuiz rage z ID:_etCt cxC3ixW?huls?ypJyuFUK-eJgu5XnMWxD5vVE4unDtzHMODABUXJXfp?gFtozGdvs NOTES 1.0) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at 26-0-0, and 967 lb down and 461 lb up at 840-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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 (pif) Vert: 1-3=44, 21-23=44, 2-29=20, 24-29=47(F=27), 22-24=20, 3-11=103(1`=59), 11-21=103(F=59) Concentrated Loads (lb) Vert: 29=555(F) 24=555(F) %, ...... ENS • •.'9 ��i u 39380 :Fir z �.. ATE J#'S10N A1-0V ff1/111- FL Cent. 6634 May 14,2012. WAMM - Vert& design paramefem mid Rt3AD NOTES ON THIS AM INCLUDED D TFXREPERENCE PAGE W1747a BEFORE USE. Design.valid for use only with MiTek connectors.This design is based only upon parameters shown, and is for on individual building component. Applicability of design parameters and proper incorporation of component B responsblity, 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`s the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage; delivery,'erection and bracing: consult ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 8904 Parke East Blvd. Saky Inlorma8on available from Truss Plate Institute, 781.N. Lee Street. Suite 312, Alexandria, VA 22314. - Tampa, rk 3361 ast B 115 ' If Southern Plne SP or SP lumber is s pacified, the desi n values are those effective 0610112012 b ALSC or ro osed D SPIB. Job Truss Truss Type Ply Cadton III with porch N'l1323 GRB HIP �Qty 1 1 162'Grand a e Vnamaers I fuss rna., an ri r r,. 34tloG Kun: i.34u s reD z4 zulz rnnC r.3Ju s ApR3 zuiz MI I eK Inausmes, Ina, mon may 14 us:04:10 zuiz rage i ID:SrRaEyyrg04M78G4raWBLWyuFUJ-7VEGItn_HFLyXfpGRUk6VUvC7ZVYGkYp1 fQpPEzGdvr 1-0 8-M 14-2-6 20-4-0 26-M 34-M 5 0 -0-0 8-0-0 1642 6 6-1-10 5-8-0 8-M 1-0-0 5x10 4.o0 12 3x8 = 4x6 = 5x8 = 5x6 = Scale = 1:58.7 3x8 = 15 14 13 12 11 10 3x4 = 3x6 II 5x6 1NB _ 3x4 = 6x8 = 3x6 _ 6x8 = LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCDL 10.0 Code FBC2010rrP12007 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-12,6-10: 2x4 SP M 30, 6-12: 2x6 SYP No.2 OTHERS 2x4 SP No.3 CSI TC 0.92 BC 0.62 DEFL in Vert(LL) 0.19 Vert(TL) -0.33 (loc) Vdefl L/d 2-15 >999 360 2-15 >727 240 PLATES GRIP MT20 244/190 orz a n a (Matrix) Weight: 150 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 1 Row at midpt 3-13, 4-12 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS (lb/size) 2=1121/0-8-0 (min. 0-1-11). 12=3442/0-8-0 (min. D-5-8), 8=433/0-8-0 (min. 0-1-8) Max Horz 2=77(LC 7) Max Uplift 2=892(LC 8), 12=2537(LC 8), 8=384(LC 8) Max Grav 2=1446(LC 13), 12=4660(LC 15), 8=522(LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3629/1916, 3-16=193011173, 4-16=1930/1173, 4-5=1175/2398, 5-6=1175/2398, 6-17=727/411, 7-17=728/411, 7-8=829/387 BOT CHORD 2-15=1695/3431, 14-15=-1717/3497, 13-14=1717/3497, 12-13=992/1974, 11-12=2381/1356, 10-11=2381/1356, 8-10=270/731 WEBS 3-15=-407/1219, 3-13=16611791, 4-13=211/942, 4-12=-4730/2565, 6-12=2457/1572, 6-1 0=1 766/3430, 7-10=356/375 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 892 lb uplift at joint 2, 2537 lb uplift at joint 12 and 384 lb uplift at joint 8. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at 26-0-0, and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=44, 3-7=107(F=-63), 7-9=44, 2-15=20, 10A5=49(F=29), 8-10=20 0 3938:�, * �£r Z �0. � ATE CT� " ��; ,10 N 1110. FL Cert. 6634 May 74,2012 ­�on`WAMPV.Hb dasr g Parmn f. and READ N07ES ON7WS ARID INCLUDED ,M TEKPXPE tr NCE PAGE Mfl-7473 BEFORB USE Design valid for use only with Mirek connectors. This design' based only upon parameters shown, and is for an individual building component. Applicability of design parameters and properincorporatioh of component is responsblity of building designer- not truss designer.' Bracing shown' Is for lateral support of individual web members only. Additional temporary bracing to Imure'stability during construction is the responsibility of the A '�e �� . erector. - Additional permanent bracing of the overall structure is the responsibiBty of M the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection'and bracing, consult ANSI/rPll QuaBly Criteria, DSB-89 and BCSI Building Component ggOq parka East Blvd. Safety Information . avallabie from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SP lumber is specified, the design values are those effective 00112012 b .ALSC or roposedby SP1B. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 GRB HIP 1 1 o eall cnamaers i mss me., Tort tierce rt. a4yaz LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 15=555(F) 10=555(F) Kun: r.s4u s reo z4 zuiz rnnc r.sou s Aprzs zuiz mi i eK mausmes, mo, mon may i4 uw: :so zusz rage z ID:SrRaEyyrgG4M78G4raWBLWyuFUJ-7VEGiln_HFLyXfpGRUk6VUvC7ZVYGkYpl fQpPEzGdvr ,j�11111111j�, E IV • 0 39380 ? fir ` ' ATE �F`� ' • 00 ON A nnn► FL Cert. 6634 May 14,2012 ® WARNING - Verz; fg desgg. parameters and READ N07RS ON THIS AM INCLUDED bI7TEKREFER ENCE PAGE MII-7473 BEFORE USE. Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component., Applicability of design parameters and proper Incorporation of component is responsblity.of building designer= not truss designer. Bracing shown Is for lateral support of individual webmembers only. Additional temporary bracing to Insure stability during construction is the responsiblfty of the . erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSIRPiI Quality Wade, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Informanon . available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria,. VA'22314. - Tampa, FL 33610.4115 It Southern. Pine SP or SPp lumber 15 Specified, the design values are those effective 0616112012 by ALSC or Oroposedb SPIB. Job ssTruss Type Qty Ply 62' Grand Carlton III with porch Nt1t323 Pu MONO TRUSS 8 1 wamaers r russ ma, run rierce rr. s4soz Kun: r.34U s reD z4 ZU1Z rnnr r.3ou s Apr23 ZU12 MI I eK Inauslnes, inc. Mon May 14 u9:D4:16 Zu1Z rage 1 ID:xl?zSlzTbJCDIIrGPH1 QukyuFUI-7VEGItn_HFLyXfpGRUk6VUvOOZd5GvfplfQpPEzGdvr 1-0.0 2-0-0 Refer to MiTek "TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) Scale =1:7.7 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES CSI TC 0.13 BC 0.07 WB 0.00 DEFL in Vert(LL) -0.00 Vert(TL) -0.00 Horz(TL) -0.00 (loc) Ildefl' Ud 2 >999 360 2-4 >999 240 3 n/a We PLATES GRIP MT20 244/190 eig = o LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. that Stabilizers and required cross bracing [Mi.7_ek;ecommends inslled during truss erection, in accordance with Stabilizer tallation guide. REACTIONS (lb/size) 2=122/0-8-0 (min. 0-1-8), 4=19/Mechanical, 3=29/Mechanical Max Horz 2=66(LC 8) Max Uplift 2=143(LC 8), 3=29(LC 5) Max Grav 2=145(LC 2), 4=38(LC 3), 3=48(LC 13) FORCES (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 2 and 29 lb uplift at ,,�rl*31 I <t llll, joint 3. 6) 'Semi -rigid pitchbreaks including heels" Member end fairy model was used in the analysis and design of this truss. �� S A. • • • q�e �j %%% ,0 .% O ENS '• y ���. •V LOADCASE(S) Standard ; A,' �_ F��,� 30 39380 :fig �z*- r r E AT•'4 • ` 00 S' • ..... FL Cert. 6634 May 14,2012. ® IAARMM • W, f f design parmnefers and REan NOTES. axTHls 9ND rnrCLUDFD TEKRRFMZ .CB FacrE MI.74Z8 BEFORB USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicobirity of design parametersand proper incorporation of component is responsibility of building designer- not Imss'designer. Bracing shown, . 4 for lateral support of individual web members only. Additional temporary bracing to insure stabTty 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 . { iTek' fabrication, quality control, storage., delivery; erection and bracing, consult ANSI/TPII Quality CrBerla, DSB-89 and BCSI BuBdinp Component 6904 Parke East Blvd. ' Safety Informa8on available from Truss Plate Institute, 781.N. Lee Street, Suite 312, Alexandria, VA 22314. ?amps, FL 33870-4115 if.Southern Pine SP ar SPp lumber is s ecified the design values are those'effective 06/0112012 by ALSC or proposed'by SPIEL Job Truss Truss Type Qty Ply 62' Grand Carlton 111 with porch IJN 1323 J4 MONO TRUSS 8 1 ob e e ce o a 3x4 = - LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 ' Rep Stress Incr YES LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 noun. I— s reu cv cu is rmaa I. — is ryir w cv is nn i an w.......... w mun may w vo:ov: 1.1u., raga r ID: PDYLfd_5MdK4MSQTz?Zf ZxyuFUH-7VEGItn_HFLyXfpGRUk6VUvM9ZanGvfplfQpPEzGdvr 4-M 4-M Scale = 1:11.0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TC 0.28 Vert(LL) -0.01 2-4 >999 360 MT20 2441190 BC 0.28 Vert(TL) -0.03 2-4 >999 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a 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. recommends that Stabilizers and required cross bracing [MiTe.k ntalled during truss erection, in accordance with Stabilizer allation guide. REACTIONS (lb/size) 3=69/Mechanical, 2=185/0-8-0 (min. 0-1-8), 4=36/Mechanical Max Horz 2=103(LC 8) Max Uplift 3=-82(LC 8), 2=188(LC 8) Max Grav 3=95(LC 13), 2=219(LC 2), 4=73(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2). This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 3 and 188 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ENS .I? i0 3938�'�t .. :Cir Z ATE (U � A i ONA, FL Cent. 663.4 May 14,1012 WARNING.- Verifydesignparmw&E QrrdREADROTES ONTHISAND,INCLUDEDtyIlTEKREFEREWEPAGEM7-7473BEFORE SSE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component .is responsb0lty, of building designer= not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during conskuation is the responsiblfity of the erector. 'Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult. ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component safety Informa8on available from miss. Plate.lnstitute, 181 N. Lee Sheet. Suite 312. Alexandria, VA 22314. If Sauthera Fine SP.ar SPp lamberts speafied, the deli n uaNes are those effective 0610112012 by ALSC or proposedlr SPI6.. MiTek 6904 Piarke East BW '. . Tampa, FL 33610-4115 . Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M.11323 J6 MONO TRUSS 8 1 �Job Rere e (ontionall 1 lull, illu., lull I-- n..,veoc Run; r.s4u s rea z4 zuiz ennc r.sou s Aprzj zusi mi r ex mausmes, inc. mon May 14 ue:04:1 r zuiz rage t ID:tP6jtz_j7xSx_c fXi4uz9yuFUG-bhoeWDod2ZTp9pOT7CFL2iSOszpy7MvyGJ9MygzGdvq 1-0-0 6-0-0 6-0-0 0 3x4 = - LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.86 TCDL 7.0 Lumber Increase 1.25 BC 0.74 BC LL 0.0 Rep Stress Incr YES WB 0.00 LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=117/Mechanical, 2=24610-8-0 (min. 0-1-8), 4=56/Mechanlcal Max Horz 2=141(LC 8) Max Uplift 3=-144(LC 8), 2=218(1_C 8) Max Grav 3=149(LC 13), 2=289(LC 2), 4=113(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:14.2 DEFL in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.07 2-4 >964 360 MT20 244/190 Vert(TL) -0.18 2-4 >385 240 Horz(TL) -0.00 3 n/a n/a BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-4 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 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 3 and 218 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 May 14,2012 WARNING • Verify design pan mef,,. =d READ NOTES OMTRIS AND IMCLUDED blf=REFER6NCE PAGE MA-7473 BEFORE USE, Design valid for use any with MiTek connectors. This design is based only upon parameters shown'and is for an Individual building component.' ApplicabTmbli ty of design parameters and proper incorporation of component is respoty of building designer- not truss designer. Bracing shownIs for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the ' M(Tek• erector. Additional permanent bracing of the.overali stricture is the responsibility of the building designer. For general guidance regarding ' fabrication, quality control, storage,' delivery, erection and bracing, consult . ANSI/TP11 Quality CrIterla, DSB-89 and BCSI Building Component 'ggpp Parke East Blvd. Safety Information available from Truss Plate Institute. 781 N. Lee Street. Suite 312, Alexandria, VA 22314. - Tampa, rkeFL Ea 1 Blvd. If Southern Pine SP or SP lumber is specified,the design values are those effective 06101/2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Carlton III with porch Ml 1323 JB MONO TRUSS 0 �PlYJ62'Grand Reference (optional) inc., Fort Pierce Fr. 34982 Run: 7.340 s Feb 24 2012 Print 7.350 s Apr 23 2012 MTek Industries, Inc. Mon May 14 09:54:17 2012 Pagel ID:tP6jtz_j7xSx_c fXi4uz9yuFUG-bhoeWDod2ZTpgpOT?CFL2iSUGzwn?MvyGJ9MygzGdvq 1 0 0 6 o-0 1-0-0 a-0-0 ` LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 3x4 = SPACING 2-0-0 CSI Plates Increase 1.25 TC 0.51 Lumber Increase 1.25 BC 0.30 Rep Stress Incr YES WB 0.00 REACTIONS (lb/size) 3=163/Mechanical, 2=308/0-8-0 (min. 0-1-8), 4=76/Mechanical Max Horz 2=179(LC 8) Max Uplift 3=203(LC 8), 2=-250(LC 8) Max Grav 3=203(LC 13), 2=360(LC 2), 4=153(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:17.3 DEFL in (loc) Udefl Ud PLATES GRIP Vert(LL) -0.15 2-4 >613 360 MT20 244/190 Vert(TL) -0.37 2-4 >245 240 Horz(TL) -0.00 3 n/a n/a _ o 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. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at joint 3 and 250 lb uplift at joint 2. 6) "Semi -rigid phchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard .�� G E N S O' 3938 IATEON FL Cert. 6634 May 14,2012 wAiiivm -1 -i& dessgn pmrmnefem and READ M07ES OM771IS AND INCLUDED M7EKREPERENCE PAGE MI-7473 BEFORB OSE, Design varid for use only with MTek connectors. This design is based only upon parameters shown, and Is for an individual building component.' Applicability of design parameters and proper Incorporation of component is responsibility of building designer -hot truss designei. Bracing shown ' is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilltyof the' .erector. Additionalpennanent bracing of the overall structure is the responsibility of the building.designer:.For general guidance regarding MITek• . - fabrication, quality control, storage, delivery, erection and bracing, consult ANSVrpll Quality Criteria, DSB-89 and SCSI Building Component. 6904 Parke East Blvd. Safety Informaffon avoloble hom True Piate Institute, 781 N. Lee Sheet, Suite 312. Alexandria, VA 22314.. - If Soutllem Pine SP ar SPp lumber is specified, the design values are those effective 06f01f2012 ALSO or rD osed b SPi6. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply 62' Grand Carlton III with porch M11323 KJB MONO TRUSS 1 o Reference o ' - 1-5-0 N ... np, w cv is rcuren umusuros, ma nwn may 111—:u cuic rage -r 1 D: Lcg54J?LUEancmZr40b7 W MyuFU F-bhoe WDod2ZTp9pOT?CFL2iSXhzwb?F3yGJ9MygzGdvq 11-3-0 3-11-12 Scale = 1:20.3 3x4 = RAJ 5 3x4 = ` LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.06 2-7 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.15 2-7 >845 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.50 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 4=164/Mechanical, 2=411/0-11-5 (min. 0-1-8), 6=498/Mechanical Max Horz 2=244(LC 8) Max Uplift 4=204(LC 8), 2=-325(LC 8), 6=277(LC 8) Max Grav 4=243(LC 13), 2=480(LC 2), 6=587(LC 13) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1116/488 BOT CHORD 2-7=656/1111, 6-7=656/1111 WEBS 3-7=0/336, 3-6=1220/720 PLATES GRIP MT20 244/190 Weight: 44 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 4, 325 lb uplift at joint 2 and 277 lb uplift at joint 6. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=44 Trapezoidal Loads (plf) Vert: 8=0(F=22, B=22)-to-4=124(F=40, B=-40), 2=-2(F=9, 13=9)-to-5=56(1==-18, B=-18) FL Cert. 6634 May.14,2 112. �WAR%IM • Verify design paraar d.t . and READ iuUMS OAT THIS AND INCLUDED MMKREPEREMCE PAGE. l i7.7473 BEFORE USE. Design valid for use only with MiTek connectors: This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- nottruss designer. Bracing shown ' is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the. overall structure is the responsibility of the building designer. For general guidance regarding MiTek, - fabdcation; quality control,' storage, delivery, erection and bracing, consult ANSVTP11 Quality Crfteda, DSB-89 and SCSI BuBding Component - - 6964 Parke East Blvd. Safety Inlormallon available from Truss Plate Institute, 781 N. Lee. Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33810=4115 If Southern.Pine.{SP or SPp) lumber is specified, the design values are those effective 05f0112012 by ALSO or I.)ronasedbV SPI&.. . f A Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION ' 3/" Center plate on joint unless x, y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X-bracing, is always required. See BCSI. TOP C ORDS �/16 c1 2 czaNc4 2 w deTruss trus spacng,must bindividual aterned al bacan es them erlves WEBS may require bracing, or alternative Tor I O=u �y� O3. Never exceed the design loading shown and never aU stack materials on inadequately braced trusses. 0 EL 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate r-e s cs s r designer, erection supervisor, property owner and plates 0-'nd' from outside BO TOM CHORDS all other interested parties. edge of truss. 8 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. ' Plate location details available In MITek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted, moisture content lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE A PROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular ESR-1311, ESR-1352 ESR 1988 responsibility of truss fabricator. General practice is to 4 x 4 to slots. Second dimension is ER-3907, ESR-2362, SR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Southern Pine lumb r deslgnaHons are as follows: In all respects, equal to or better than that Indicated b symbol shown and/or SYP represents cur nt/old values as published specified. y y by AWC in thE 2005/2012 NDS by text in the bracing section of the SPp represents SPIE proposed values as provided 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing in SPIB submittal to ALSC dated Sept 15, 2011 spacing indicated on design. if indicated. SP represents ALS approved/new values with effective c ate of June 1, 2012 14. Bottom chords require lateral bracing at 10 ff. spacing, BEARING (2x4 No 2 and I wer grades and smaller sizes), or less, if no ceiling is installed, unless otherwise noted. and all MSR/M L grades 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 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/TPI1: 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. to is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 01 /18/2012 _ OF SURVEY.1 BOUNDARY I PLOT PLAN U C TIE IN FINAL TOPOGRAPHIC COMPLETED ON: 5-19-13 DESCRIPTION: o SURVEYORS NOTES: BEING ALL 30 SILVER OAK DRIVE, OF 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE THE UNRECORDED PLAT OF SPANISH SHOWN HEREON. LAKES PHASE 1, OF ST. LUCIE COUNTY, 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. FLORIDA. 2 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO280 J, EFFECTIVE DATE FEBRUARY 16, 2012. ABBREVIATIONS: o 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE =FINISHED FLOOR ELEVATION SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD V R/W = RIGHT—OF—WAY ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE _ 0 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE CENTERLINE OF SILVER OAK DRIVE HAVING AN ASSUMED SF = SQUARE FOOT C9 BEARING OF NORTHEAST, ACCORDING TO THE UNRECORDED A = DELTA OF CURVE PLAT OF SPANISH LAKES PHASE 1, OF ST. LUCIE COUNTY, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. PERMIT #: /3 0 - z EXISTING � w r 088' Or VERAGE TOP 9. tSITE BENCHMARK „�� EL VATION =19.15 �i ELEVATION= 16.56 00 2.5 'ABOVE EDGE^°j��°� ASSUMED o4 F PAVEMENT Z. St. Lucia CO. $1 EXISTIN EXISTING iDatq Irdit_.,_. ,kpprovsd RECEIVED MAY 2 0 2013 PERMITTING St. Lucie County, F"L 30 SILVER OA DRIVE LAST FIELD DATE: 5-17-13 SCALE: 1 "=30' ALEXANDER J. PIAZZA PSM, INC. WYNCERTIFIED T0: YNNE BUILDING CORPQR9TION; F DATE: 13-1595 Surveying • Mapping • onsulting f 619 SW Biltmor Street DRAWN: AJP Port St. Lucie, Flo ida 34983 hereby certify that the survey;shown hereon_ie true and JOB NO.: ® Phone: (772) 3 —7770 correct and is based ,an actual rneaseuremente taFen in the FOX: (772) 3 —2250 field. This suryey.;rroets tlP�4ipiRrunTechnical:Standards 13-1595 L9#7280 of Chapter 6IG17-Ffrorida a inistrafive o_de. — DATE: REV ISIDNS: ALEXANtr) '1J: ,i?IA l ` Pr' fesaloria6 urveyar & mapper Florida Certificate No.: 6330 K:\BUILDERS\DWG2013\DWG\13-1595.dwg, 5/19/201I3 4:51:10 PM