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Home My WebLink AboutSUBMITTED PAPERSFICE USE ONLY:' �P [[SECTION TOWNSHIP RANGE MAP NO. NG �u D LAND USE ©r LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # J (�J 1 ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER S WER 4 SP RS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE / RADON PERMIT CODE AREA FEE FEE (RADON) LIBRARY_ PUBLIC BLD IC BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CO O FEE FEE GENERAL SCHOOL R CREDIT Y N LAW ENF IMPMPACT ACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF" NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER- REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATECOMPLETED, INITIALS: a> Y b�sES OI�IL. DATE FILED rL � PLAN REVIEW FEE: b RECEIPT NO. CONCURRENCY FEE: RECEIPT NO.: 1. 2. 3. 4. 5. 9. 10. PERMIT NUMBER: / X-'� -U;z 63 CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED r _ St. Lucie County Building and Zoning. SC ` 2300 Virginia Avenue �� `S�OR1p-: Ft. Pierce, FL 34982-5652 By 772-462-1553 ��Cie C®1417t APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION LOCATION/SITE ADDRESS: N-V J J X \`-- Spanish La es PROJECT NAME: P a i r w avs SITE PLAN NAME: PROPERTY TAX ID #: 1306-111-0001-000/0 LEGAL DESCRIPTION (attach extra sheets if necessary): 6/7 34 39 all that part lying northeasterly of I-95 PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Sinale family residence (Replacement home) 11. SETBACKS (ACTUAL) FRONT: ?D'I' BACK: \(-V*— RIGHT SIDE: 55 LEFT SIDE:- \O TYPE OF CONSTRUCTION (Check all appropriate boxes) [X] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [g] RESIDENTLAL [ ] COMMERCIAL [ ] OTHER (SPECIFY) [ ] INTERIOR RENOVATION [ ] INDUSTRIAL DESCRIPTION OF PROPOSED USE: Same SQ. FT OF CONSTRUCTION: 15. SF. FT Ist FLOOR: VALUE OF CONSTRUCTION: ' $ 51,000.00 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Noticd of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: ADDRESS: 8000 S. USl, Suite 4-! ✓i ! STATE: F L ZIP: 3 4 9 52 I- CITY- fort St . Lucie PHONE (DAYTIME): U 7 2) 8 7 8— 5 513 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: PHONE (DAYTIME): (__) CONTRACTOR INFORMATION STATE: ZIP: ST. of FL REG.CERT #: C G C 0 3 5 9 9 ST. LUCIE COUNTY CERT #: 0 8 8 9 8 BUSINESSNAME: Wynne Develo ment Corporation QUALIFIERS NAME: Matthew Lyle ADDRESS: 8000 S. US1, Suite 402 CITY: Port St. Lucie STATE: FL ZIP: 34952 PHONE (DAYTIME): a12 8 7 8— 5 51 3 FAX NO. 77 2— 8 7 8— 7.6 5 6 Email: ARCHIT/ENGINEER: Braden & Braden ADDRESS: 417 Coconut Ave. CITY: Stuart STATE: FL. ZIP: 3 n o o 6 PHONE (DAYTIME): (7 7 a 2 8 7— R 2 5 R BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: ZIP: ZIP: IMPORTANT NOTICE;- %hen a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. ------------ OWNER'S AFFII�// I certify that all the with all aonlicabin' STATE OF FLORIDA COUNTY OF St. Lucie The foregoing instrument was acknowledged before me this I C:) day of W &V 20 i a ' by Matthew T Y1 e WnnA . who is personally known or has produced identification. ;oing information is accurate and that all work wil done in regulating construction and zoning. J STATE OF FLORIDA COUNTYOF St. Lucie The foregoing instrument was acknowledged before me this i 0 day of %� %� `� , 20 a . by Matthew L)zl P -WYnnP C,/ who is personally known or has produced as identification. Signature of Nota Signature of Not DOROTHY ANN HAFNER DOROTHY ANN HAFNER ,auup,. State Ot Florida"aY P6e' Commission No. =2°+ « °: Notary P�,b �ij Commission No. = 2°• .`� Not(&�blic - State of Florida My CommxPires Oct 2, 2012 g • . . •_ My Comm. Expires Oct 2, 2012 Commission # DD 827096 Commission # DO 827096 iNJ9r �`�,� OF F o, Bonded Through National Notary Assn. "'• FOF FLO ''" "'�� Bonded Through National Notary Assn. NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING7 F R THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. JOSEPH E. SMITH, CLERK,-^- THE CIRCUIT COURT - SAINT LUCIE CC',, -'-,- FILE # 3705489 OR BOO ,391 PAGE 703, Recorded 05/18/2012 .2:32 PM r,FTEg R fLORDING-RETURN TO' PERMIT NUMBER: I -1'";,.4;p— is—t•r-W l„r r,rnrdbyt h.,. L� NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notce of commencement. i nESCRIPTION OF PNOPERTY (Legal description and street address) TAX FOLIO NUMBER, .1 306-1 1.1 —0001 -A00 /p SUBDIVISIO4 a rWa :T LOT BLDG UNIT 34 39 all that part lying northeast of 95 2. GENERAL DESCRIPTIONOFIMPROVEMENT:. single family residence 3. OWNER INFORMATION: a. Name b.Address 8000 S USlr Suite 4.02, PSL, FL 34952 C.interest ill property d. Name and address office simple titleholder (if other than owner) 4.CONTACTOR'S NAME, ADDRESS AND PHONE NUMBER-. WYnne Development Corporation R 8000 S. USlr Suite 402, PSL, FL 34952 772-87R-55)3 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: Tom Lee Spanish Lakes Blvd. Ft_ Pi e.rce, FL- 201— NAME, ADDRESS AND PHONE NUMBER; 0590 S. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is m specified) 20_ —. Matthew Lyle Wynne Vice —President Signature of 0 or �� Print Name and Provide Signatory's Title/Office Owner's Authorized OtTicer/DirectorfParrner/Manager State of Florida County of S r I ii r i e , The foregoing instrument was acknowledged before me this 10 y da of 20 Matthew' Lyle Wynne —ylC ,as_,-F ,eCSrbcL/q BY (Type of authority...e.g. Owner, officer, trustee, attorney in fact) (Name of person) For Wynne Building Corporation (Name of party on behalf of whom instrument was executed) Personally Known ✓ or prod ed the following type of TD: DOROTHYANNHAMER eNotary Public -Stale of Florida My Comm. Expires Oct 2, 2012 Commission rY DO 827098 (Printed Name of Notary Public) ( g _ Si nature of No a Public) •'l Banded Through National Notary Assn. Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are we to the best of my knowle ge an belief (section 92.525, Florida Statutes)., Si gnature(s) ner Owner(s)' Authorized OfDcer/Direclor/Partner/Monager who signed above: By: BY Ra.. oenonaovlauo,eMrl t TATE Qf Ft oRlop ST, #E COUNTY -TRUETHisF6 TO CERTIFY THAT THIS ►S n21 E.,MD CORRECT rn, ,, -- _ A W? NE BUILDING CORPORX,-.-)N 8000 South U.S. #1 Suite 402 Port St. Lucie, Florida 34952 Spanish Lakes Communities Division Port Saint Lucie June 12, 2012 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 6539 Zapote Permit # 1205-0263 To Whom It May Concern: Prestige Building Division Miami In regards to the above permit, the mobile home that was located on the lot was moved to 9 Universidad in our Riverfront park. If you have any questions I can be reached at (772) 878-5513. Thank you, Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (407) 878-5513 Miami (305) 235-3175 BUNHEImBERGER 1. engineering & testing, inc. 41,_I Density Test Report Project Name: Spanish Lakes - The Fairways (Indrio Road) Address: 6539 Zapote Project Number: PSL-09-3011 (BG 10.3) Permit No: SLC 1205-0263 Date Tested: 6/27/2012 Client Name: Wynne Building Corporation Technician Initials: NOP 8000 South US 1 #402 Report Date: 6/29/2012 Port St. Lucie FL 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynnne �i §t 45 1t „f I ! r,�.... }.?�. , i.a,..>_:e 'Pt L4 !� > itit ,, ,a T4� ' -,*E4 t f, ,. r.a t �y (i {{}t "Tall td , rroE _ ,,x2t l 4F I s i 4 .... '>3. iii!•f J�1 1.}}? Fr , �. �,1... t F7; Probe Maximum Optimum Dry Cone Minimum Percent Test Depth Dry Density Moisture Density Resistance' Moisture Required Maximum Results Compaction Density (in) (ef) % (pef) (tsf) M M M 1 12 112 13 108.6 --- 11.2 95 97.0 Pass 2 12 112 13 106.5 --- 10.9 95 95.1 Pass t 3 12 112 13 107.3 --- 11.8 95 95.8 Pass Type of Field Density Test: F ASTM D 1556 r,/- ASTM D 6938 r ASTM D 2937 Minimum Required Compaction Based on: W7 AASHTO T-180 (ASTM D 1557) r' AASHTO T-99 (ASTM D 698) Nuclear Gauge Info: Gauge No. 23713 Daily Standard Count: Density: 2468 Moisture: 675 y t �:. i-E s-l-v-�r-�. x ! I i ! i a,, < . a r .N 1; i F 't 1. .,�,#., :,2'.,I ;3't { _�ykt £ l�.: t! 1. f �yj .. d i...!t t ,'. ,x, t. ,>i,�`§'S1 a4--�z,,� .d 4 !C} 't E? t. { 1 ( I x { .3{I } !S ?, e, y t * i ; ll t .i ., ( . r. I . } $: , } I r a i r rz . � i• ! s . ... ; ,.: x «,... } , € .z , ,l ,E. , £} t .. a 3{. t: { . i. ,.t ! f! i. * ,}, (� .{... .tut. -!..i. ,1y >at=.Ii. x. -i`-. .Lu.. . ,i,.. sf 4.'.9.., tU t' ! i - ..T', c !r i., ' Sri i t- f- 1 . {� , .. x.i . l.i� � ; �T:..I! i . ,,,,� :,e r:: -.l- ��. .bra !f� t.. �r-,., .. . ,. a,.., ti..,.,. ! !., � a -.lr Y.. <. _..< ., ..: - ti {. ,n. i .�•;.. t1 ;.. .I.f�: .�L.tH...i, -,t. �,isf, t rk...a s. .`4..rt8 $u .=ft,F,k.!> � 3,4>r!_`_.�i -1 ,I• .a?a$-6: .t43 ;r= s ti . .,;., e4 i. e i . 1=1.= ..•*l�.4. .. l:' xi `9 i:.i. p i Y. .3 L:. ��qqi ".: ,( 'ty i. 't N y INTO", ,'� ..r�i t .,?t:_..� u. }. r.. 3'� f !3 i ,, g : ,}� t MAN �,-{ �ir:'F) �-x. , -=. e�k ;y. �. 3Y t. a,r- .'4t'id �.�ll ��"Sii.i. ist ��'^'�t�: 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) a 2 G Referenced to: r— NGVD F M SL r Other: Inches below top of footing or slab subgrade I Structural Fill 2 Final Grading Fill cc: Client ... (1) 3 Mass Grading Fill Wynne Building Corp., B. Bailey (field) ... (1) 4 Utility Baekfill - Sanitary St. Lucie County Building Department ... (1) 5 Utility Baekfill - Water 6 Utility Backfill - Storm-- 7 Compacted Subgrade 8 'Stabilized Subgrade David T. Yofirkstrim Xiaoyan Zheng, P. PhD 9 [lase Course Senior Proje t anter FL Registration'No. 68330 1.0 Other: The original of this report was signed and sealed by the registered engineer in accordant wi Rule 61 G15-180 ] 1, 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. t Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer. Fort Lauderdale - Port St. Lucie - West Palm Beach - Sarasota State of Floeida Board of Professional Engineers Authorization No. 6870 877.643.6832 - 3011(r0.3) Progress Report PR s0 11-JUL-2012 02:30 FROM:SOUTH (71n9T Vl / bpi/ E►J11 12: 49 1 I1ab�b4'�8 7723446042 Oi� TO :j4626443 P.1/1 PAGE 01101 PERMIT *: P _&�A BUILDER/CONTRACrOR: PEST CONTROL CONTRA REST CONTROL LICENSE we, ttee underslgred, WOW ae subter vwn termfts in *=rd, Square Best if area tubed: Percenwpe of saiutlon: Date of Trea nordz ^Ftiotln� Lrt Trealment te-Tr+eet ,Re -Treat Atft MOW mrnttwImo dlb Re d>t ".Ld Cbtmbo of e s�l'be pre�� A� �Ae ate CdtsltSYp�nvfk drapraatactr� d'aeM¢ a � perk ea�a patrd w &mmr"* l w"Idlo, be =4mi ftdp*rm Ifi W&A" aft 1 St LuCle Ccwot11 "equines for th 5 T, L i I.C. IF: COUNT"r ]OS ADDRESS: R: that wa have pretreated ft abM. I with the 02ndartts of ft Ndmg { ihemtc5b used: Total salio:b umd: . T mee of TredmeM 2omb __ '* Tvc ,,,,. " hi Tte �,�,Perimebsr tbr' PIZ JUL 2012 - ' Sip" Wm of Guam I I III Ia Wr Its asd, IsWkvd bs ezmr t ar w.. send dxtr mWbe w d*0 &no of eed* #IqmcMw or ate a►ad 1r m m m t0lfaa w A*ptiYlrllxkw dl�ntltts A Apo" +mod ,*not Codsmiew �� awptw ! b► bex+rd !b and all�lMr c�►lbr blufil�ld' 1� 77lt177NA�Jf' yrfox 4 r, Not and ddie Aeboon a►se li,w Bru mmhwd° m4lb . W+ reawor brenr�irtad lbrterrnXe � ur�a� 1Ti}M bstE►ndksh�9r gnel infpesdon for Co,, s Penrwnene Sticlwr be placed on Professional Insulators of South Florida FTC Insulation Installation Certificate To: St. Lucie CountyDate: September 25, 2012 Re: 1205-0263 Lot/Block: Address: 6539 Za ote Project: The undersigned hereby certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R-4.1 Rigid Board Polystyrene Other Exterior (frame walls) have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Rock Wool Blankets Density: Aluminum Foil R-Value: Polyurethane Other 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: 10.25" Fiberglass Blankets Manufacturer: Owens Corning Rock Wool Blankets Density: X Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Other Ceilings (Vaulted/Cathedral) insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: Rock Wool Density: X Fiberglass Blown R-Value: Cellulose Loose Fill Other 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Rock Wool Manufacturer: I Vp n Polyurethane Density: Spray -on Cellulose R-Value: Other 4. Garage partition walls of A/C living area have been insulated with: Rock Wool Blankets Thickness in inches: 9 1/2" X Fiberglass Blankets Manufacturer: Fibertech Spray -on Cellulose Density: Polyurethane R-Value: R-30 I 10iher 5. The following have been insulated: CBC1254041 Competency # WYNNE BUILDING CORP Professional Insulators of South Florida, Inc. General Contract/Builder ligsulpytion Contractor 18-OCT-2012 04:14 FROM:SOUTH "ST v,Ljjd4/zjd1:4 12.40 1(24b2b4#3 7723446042 SLc I I --� 4626443 P. 1/1 PAGE 01/01 6 PERMIT' #! -Lo�u-"2 ��LI BUILDER/CONTRACTOR: - PEST CONTROL CONtM PEST CONTROL LICENSE --mn to in accordai Sqws fee W arm tree! W.m DM of nwooft I ---Jwdng ��Tmdnimt _ottw At&' reeWCLS Cffu*" M'Rbftdft � Sian St Luck Cbumy nlqukft fbr dl WE C MUM Joe A4 hijkc% rL 3M2 dill P" 7ra-M �MIERHZTM' .d it TM d* vm h0#1 pWmgmd the mb ! with sbilltm* of the NM ow*mb last Totd gamin um 141 TimadTmom risk Sgrolon ==lawm"OfArpAm l,f I w as Mich fmo f&&wmdlt,.,ow&wmw a minwdoll�; saigir, ON& Old mal Mwe . c,406 *w coi, a pe Now mmhu:d'on thr at QxMW Amba,00M ommlow" a wow,PWWAK • wwobw In cox �1hiNa to rbff W &ARJOb ffm*"*fdtfi pwowbcw hl 71WD"W FACIPM a" 0 of I IL 0 U) cr _ 0 L. _ 0 LL 1 .. CU m CU a_ W U) lb • -1 w' ` E3 ..0 I ��► x f '� g g` 98 o A� 0.coaat m 4U* i a -2 r Date: Property Address: St. ,Lucie County Building & Zoning Depalrtl ramt 2300 Virginia Avenue Fort fierce, ,17L 34982 772-462-2.1.65 Fax 772-462-6443 Request for 30-Day TemporaryPower Relea,ae Perwit Number: THE UNDERSIGNED H.RREBY REQIJEST RELEASE OF 'ELECTRICAL POWER TO THE ABOVE DESCRJBED PROPERTY, FOR A PERIOD NOT TO EXCEED If CIIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPA]R.A.TION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQU)U T WE HEREBY ACKNOWLEDGE AND AGREE .AS FOLLOWS: y. This temporary power release is requested for file above stated purpose only, and there will be no occupancy of any type, other than that permitted by const motion during this time period. 2. As witness by our signatures, we. hereby agree to Abide by All ternns and conditions of this agreement, including Building Division Policy, Which is incorporated he-ein by reference. 3. All conditions and requirements listed in the attached documclit entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 clays must be made in writing to the B1.1lding Official stating the reason for the request. Rower may be removed from the site axtd/or a Stop Work Order issued if the Final Inspection has not been approved within 30 clays. A ree of $100.00 will be required to life the Stop Worlc order_ WE HEREBY REX,EASE ANC) AGREE TO HOLD HARMLESS, ST. J. IJC CE COUNTY AND THEIR EMPLOYEES Fi7OM ALL I.IABIJJTIES AND CLAIMS OF ANY TYPE OF NATURE, WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAM,AGE WHICH M BE INCURRED DUE TO THE DISCONNECTION OF CI.EC"I'RICA'ir I'OWE 4E EVENT Off:+" VIOLATION OF THIS AGREEMENT. OWN>< A SIGNATUR17!: CONTRACTOR EC'I'RICAIL CONTRACTOR SIGNATURE DA' GATE ' DATE r i 54759304 Plant: Begin Loading; To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: 1' i Customer Code: Customer Name: Project Code: Project Name: Ticket Date: Delivery Address: Delivery Instructions: Customer Job Number: Order Code / Date: Project P.O. Number: Order P.O. Number: Map Page: Map/Row/Column: Dispatcher:. Ticket Number: Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: r 1 ;i.(iti' -:'•.1 �. ri.'i �; I`� f LOAD CUMULATIVE, ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY ; f I Cash Check # I Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check - Charge Comments: +� WATERADDED: GAL YARDS IN DRUM: WHEN ADDED. cc SIGNATURE 20,7 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/oxeye 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 68UNIVER$AL -'ll. :) i"` CUSTOMER !_.iJr 11-� ?'.;f l This Delivery Ticket incorporates herein_ by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotatii f any, and Seller's Order Confirmation (.i ding limitations of warranties), as if fully set forth on this Delivery Ticket ("Agrei_ it" ). Seller will provide the Standard Teri d 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 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega include como referencia al comprador (ya prev.iamente ejecutada en su apli.caci6n de cr6dito); cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y garant%as), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera Jos 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 ]as cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contrato; al menos que se identi- fique con una nota al frente de este documento. T /^1 �7(r / r �7 j ( �7 �+ AGREGADOS / CEMENT® / PRODUC.COS DE CONCRETO / CENIZAS W OLAl`ITES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, rota vol.canica, 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 Portland y productos de agregados como piedra caliza, dolomita, granito, rota volednica, arena, grava, y otros materiales silicios. Estos productos inc cenizas volantes (fly ash) la coal puede contener mas de 0.025% de silicio crystalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacibn. en Jos Ojos, quemaduras en piel y ojos, y reactions alergicas en la pre]. Concreto seco v polvo de agregados, pueden causar irntaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforaci6n puede contener materiales s.ilicos, los cual.es pueden causar silicosis pulmonar y cancer si son. in.halados. En caso de ser ingeridos, mantenerse en temperature calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberation del amoniaco. La mhalaci6n del amoniaco puede causar toser, irritaci6n o quemaduras en la nariz, garganta y pulmones. Aeudir inmediatamente al medico. El riesgo en la salud depende en la duraci6n y el nivel. de .la expos.ici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n..Lavese l.as manos con jab6n suave y agua despues del manejo de materiales. Eviite inhalar auxilios• polvos. Si se expone a polvos mas de los limites recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los Qjos, inmediatamente fluya aqua en ]a parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a ai.re fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fordo con agua. Acuda a atenci6n m6dica inmediatamente si la irriiaci6n continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston,. Texas 77024 02/12 Para mas informaci6n visita www.cemexusa.com, ZZCC_MC_X zdS -a_63 'Sr- a 7, ', r 54750875 Plant: Begin Loading: To Job: Arrive Job: Start Unload: ;' FinIsh Unload: Leave Job: Return Plant: �P Customer Code: Customer Name: ..�t.1i\'.•1.,4_7 Project Code: Project Name: Ticket Date: Delivery Address: Delivery Instructions: Customer Job Number. Order Code / Date: Project P.O. Number. Order P.O. Number. Map Page: Map/Row/Column: Dispatcher. .. . i Ticket Number: _.. t Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: 7 c»•% ra t _ i j .j. f k{_li='. LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITYTr 7 a.yr.i`! •a-` �s" C'� _i��'�,t._i:_ri�li';!':{''Yr�� -�.'<,�.,i_�. Cash Check # / Auth Code: SignAM �r r e i w= < = Cash Received: Total COD Order Amount to Collect PC �a �+ -Ls yr Without Standby Charges: ] Check Charge r Comments: iv WATER ADDED: ( GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: g {. SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk., If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information!and'to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. / r 68UNIVERSAL OF F"k) TRK,i , INVOICE t 0 F i D i ! ° , This Delivery Ticket incorporates he---- by reference Buyer's previously execut( redit Application, if any, Seller's Standard Terms and Conditions, Seller's Quote , if any, and Seller's Order Confinnation , luding limitations of wancanties), as if fully set forth on this Delivery Ticket C `Agreement"). Seller will provide the Standard Terms 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 eve 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 920 Memorial City Way, Ste. 100 V5 combined Houston, Texas 77024 06/10 For further information, please visit www.cemexusa.com. Este ticket de entrega incluye como referencia al comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier termino est6mdar, condiciones del vendedor, propuestas del vendedor y orden de contirrnaci6n del vendedor (con limitaciones y garantfas), como acuerdo 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 al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, coca 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, granito, coca volcdnica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mds tie 0.025% de silicio cristalino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los Ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, corte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura caliza, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener an7oniaco. Seguridad: La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n 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 exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese las manor con jab6n suave y agua despu6s del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mds de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 mirlutos. Si se inhala polvo, exp6ngase a wire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica imnedia"tamente si la irritaci6n continua. CEMEX 920 Memorial City Way, Ste. 100 V5 combinado Houston, Texas 77024 06/10 Para mds informacion visita www.cemexusa.com. CEMEX 541 55-51 0 2 5 4? Plant: Begin Loading: To J6b: Arrive Job: Start fJnl o-acU. Finish Unload. Leave Job: Return Plant: J r 0 1 Customer. Code:. -I!. -, CustomerNamw%; 0' L` CDNCRE'U- -Etlf�Y Customer Job Number: Order,C . ode Date: _j Project Code: , Project Name- Prcjeq�P.O.-�u r: Order P.O. Number:, -'a Number. re7 Map Page, - — Map/Ro n: TicketDate: z Delivery-Addss: 7nf) C1 T F- (11 Delivery �T)Instr6cflons, Dispatcher: Ticket Number: 2 J. G 5 C', —. -- Due 06 -job-' (,-j Slump: Truck Nbrlib&—7(- F', Driv&NUrinffir.D I Driv:eijkaM6.j ["T/ I I End Use: E LOAD CUMULATIVE ORDERED MATERIAUCODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY -,-j (J :1 ()0 `7 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: Kill GAL YARDS IN DRUM: WHEN ADDED. CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE Ll LOAD' WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. if water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important 'control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. 68UNIVERSAL INVOICE This Delivery Ticket incorporates her(' " y reference Buyer's previously executed — dit Application, if any, Seller's standard Terms and Conditions, Seller's Quotat,' if any, and Seller's Order Confirmation (i ding limitations of warranties), as if fully set forth on this Delivery Ticket (`''Agreement"). Seller willprovide the Standard,Terns 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: First Aid: V5 combined 06/ 10 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. 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 920 Memorial City Way, Ste. 100 Houston, Texas 77024 For further information, please visit www.cemexusa.com. Este ticket de entrega incluye c6mo referenci.a at comprador (ya previamente ejecutada en su aplicacion de credito); cualquier tennino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmation del vendedor (con limitaciones y garantfas), como acuerdo 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 tas cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo a] contrcto; at menos que se identi- fique con una nota al f ente 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, giava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albaiiilerfa, 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, 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 reaccioiles alergicas en la piel. Conereto seco y polvo de agregados, pueden causar irritacion en los ojos, piel y/o en la zona respi.ratoria, Pol.vo del manejo en el trituramiento, pulido, torte y/o perforation 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 ]a 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 protongado con la piel. Use guantes, proteccion 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 mas de los limites recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fl.uya agua en la parte afectada por 15 minutos. Si se inhala polvo, expongase.a aiie 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 920 Memorial City Way, Ste. 100 V5 combinado Houston, Texas 77024 06/10 Para mas information visita www.cemexusa.com. i� tom. .�.. �w ZZ'CEMEX 547500074. Plant: Begin Loading: To Job: Arrive Job: Start Unloads " ` Finish Unload: Leave Job: Return Plant: r 1.5 1.(lr13 i i . I Customer Code: Customer Name: tG,,- �f3iii:;(=.; i'.�ir i r".�i',= ;� e!" C fi•s'"; Project Code: Project Name:. Ticket Date: Delivery Address: 7 l_? ! dr .I...'. it r~• t _• I.,f J'`�€�`t j I C�. t_. 1 Delivery Instructions: Customer Job Number: Order Code / Date: Project P.O. Number., Order P.O. Number. .. �r.., �.. s..t - -nr, •^7 Map Page: Map/Row/Column: Dispatcher. , k I Ticket Number: Due On Job_: Slump: Truck Number: Driver Number: Driver Name: End Use:. (g of"ltJl _ .. 1 1-a _' t" i)0 'G /5-• .. (JS_. ..t f' . ti `1 ! i. �) t(_i�J 1,, }}'' rit y { C. 1.rti"fl CO V .� I�...t 1 ON x `! 2A{r Eft `l i'J •...S L.. S-": - LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY )tit •I Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: ] Check Charge ,7 Comments: i Total COD Order Amount to Collect Without Standby Charges: WATER ADDED: j 1. GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer, designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit.for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers_ exceptions and claims shall be deemed waived unless made to us in writing- =AUTHORIZED.SIGNATURE: within one business day after the receipt of materials. 6BUNIVERSAL I'{?rt1 1'{ii.{n INVOICE This Delivery Ticket incorporates he--'-- by reference Buyer's previously execute - -redit Application, if any, Seller'.i_-,StttndIRrd Terms and Conditions, Seller's Quote , if any, and Seller's Order Confinnation lud.ing limitations of warmoties), as if fully set forth on this Delivery Ticket ( `Agreement"). Seller will provide the Standard Terms 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 920 Memorial City Way, Ste. 100 V5 combined Houston, Texas 77024 06/10 For further information, please visit www.cemexusa.com. Este ticket de entrega incluye Como referencia al comprador -(ya previamente ejecutada en su aplicaci6n de credito); cualquier termino estdndar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de asi 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 contacto; al menos que se identi- fique con una rota al frente de este documento. AGREGADOS /.CEMENTO / PRODUCTOS DE CONCRETO /-CENIZAS VOLANTES Los productos de agregados son materiales naturaley como piedra caliza, dolomita, granito, roca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de aibailiteria, 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 cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritation en los ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el tritu.ramiento, pulido, torte y/o perforation 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 liberaci6n del amoniaco. La inhalation del amoniaco puede causar toser, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acudir intnediatamente al medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese ]as menos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la paste afectada por 15 minutes. 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 ]a ir•itaci6n continua. CEMEX 920 Memorial City Way, Ste. 100 V5 combinado Houston, Texas 77024 06/10 Para mas informaci6n visita www.cemexLisa. corn. ' T zzcamax 54751053 Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: l Customer Code: Customer Name: 'rr .J t.. /.. r...' � ,'�.jti. .+tr 1 :,-i-�.. t. ` !. � /�,lf :S . • 4+, '77�1l+-'a' Project Code: Project Name: Ticket Date: Delivery Address: r- - Delivery Instructions: a pvl /76s--n2 7 Customer Job Number: Order Code / Date: Project P.O. Number: Order P.O. Number: i Map Page: Map/Row/Column _ Dispatcher, Ticket Number: Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: ;. (.- .. .. �. y„ (� 7 i�i (. a �/.a �-•.r�r-z,-y `.} i. P •l. t... .:r �3 �, i ! .i., v 6 I�;tJ ! i..i!'�! "' ':�i �, x_:`;\7i i :; ;- , . i ..!r LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY ` �., ., i i _ .. , � 1: 4 t r�r, `. .� �'r3 5! , �� rw i..r, ! � , �ri•r tM t r , Cash ] Check Charge Comments: a v i,2Sa .• ,.. /�r h•i Ste^ �aj, r. .3, r��t ?�(li,. Check # / Auth Code: Signature of Driver Receiving Cas . { t,S Cash Received: sJc`, ' in t r' Total COD Order Amount t Without Standby Charges: JVL 2 WATER ADDED: GAL YARDS IN DRUM: '/ l R E 4� I V E WHEN ADDED. � �� SIGNATURE �JUL 2 U NE CROSSED AT OWNER'S/AGENT'S REQUEST: j �- SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added Is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling Information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: r within one business day after the receipt of materials. 68UNIVERSAL �T P% j~'4t; CUSTOMER This Delivery Ticket incorporates herein by reference Buyer's previously executed lit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotatit ' any, and Seller's Order Confirmation (i, ding limitations of warranties), as if fully set forth on this Delivery Ticket ("Agreei,___rt" ), Seller will provide the Standard Terms 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, dofbmite, 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 limesLui e, 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. I'f 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 920 Memorial City Way,, Ste: 100 V5 combined Houston, Texas 77024 06/10 For further information, please visit www.cemexusa.com. Este ticket de entrega include Como referencia al comprador (ya previ.amente ejecutada en su aplicac6n de credito); cualquier t6rmino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los t6rminos 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 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 naturaley como piedra caliza, dolomita, granito, coca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albaiiilerfa, pozzolan (tipo IP), azdlejo 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 cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en piel y ojos, y reacciones alergicas en ]a piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en ]a zona respiratoria. Polvo del manejo en el trituramiento, pulido, corte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingerid.os, mantenerse en temperatura-calida, reposar ytomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salad depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos.y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese las manos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en l.os ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, exp6ngase aaire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritaci6n continua. CEYIEX 920 Memorial City Way, Ste. 100 V5 combinado Houston, Texas 77024 - 06/10 Para mas informacion visita www.cemexusa.com. St. Lucie County Building -& Zoning �. 2300 Virginia Ave `(pry Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne B u i di na Corporation will be using the following sub -contractors for'the (Company/Individual Name) project located at (Street address or Property T ax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing .Lind uist • Plumbingr & Supply Co. 19150 CFC057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing & 2h6n7 Waternroofina, LLC M'1329592 Gas IIPERMIT I � ISSUE DATE: NUMBER: � l J G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT . F�ORIOP. BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (if applicable): E'R S 4- (_) E Le CGf77^C I -VnC , have agreed to be the (Company Name/Individual Name) J L e, le Cf ri C.a 1 sub -contractor for ►r1 V D D k7 (Type of Trade) (rimary Contractor) for the project located at �,_Q`7:) -�D—\ (Project Street Address or Property 'fax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED GNATURE PRINTNAMEDATE Business Name: '¢ 1 e- ' )f_; C �2: � . Address: LL� l OU • t1 O �RI � r— 00-d City/State/Zip: i�T' 1?112�' 1` ca yL -3 L,'9 9� Phone: -7 -7a— ' t64 — &` /.4 email: OFFICE- USE ONLY: PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT - J r ._ `_ � BUILDING & CODE REGULATIONS DIVISION r ' BUILDING PERMIT _ SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26901 State of Florida Certification Number (If applicable): CFC1428458 Lindquist Plumbing have agreed to be the (Company Name/Individual Name) Plumbing Sub -contractor for Wynne Development Corp. (Type of Trade) I (Primary Contractor) for the project located at �J (Project Street Address or Proper ax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED 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 n'V-Vrrrr TTeF. (1NT .V Vli' JU iv PERMIT # ISSUE DATE G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT �OR10 BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: R 7 R R State of Florida Certification Number (If applicable): C A C n 2 4 3 7 A Comfort Control of St Lucie County Inc have agreed to be the (Company Name/Individual Name) air conditioning sub-contractorfor Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at �Q > 16� (Project Street Address or Properly Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATLiRES ARE REQUIRED Barry C AT PRINT NAME Zimmerman DATE Business Nit e: Comfort Control of St. Lucie County, Inc. Address: City/State/Zip Phone: OFFICE USE ONLY: email: PERMIT # ISSUE DATE G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): 26607 CCC1329592 Treasure Coast Roofirig & Waterproofing, LLC have agreed to be the (Company Name/Individual Name) Rnofi ncr sub -contractor for Wynne Buildinq Corp. (Type of Trade) (Primary Contractor) for the project located at cej:jG (Project Street Address or Property Tax ID #) It is understood'that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE 1?EQUIRED 4�y Andrew Kriska SIGNATURE PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: Treasure Coast Roofing & Waterproofing, LLC .(772) 343-8303 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property: cr:�":�'R 2-a Q6k-k, #1 306-1 1 1 -0001 -00010 t 617 34 39 all that__p.art lying (Tax ID/Legaldescription/Address) northeasterly of I-95 for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide,for, or maintain in any form, adequate drainage off my property which will not adversely affect the imm Matthew Lyl P Wynne Property Owner Name STATE OF FLORIDA, COUNTY OF St. Lucie ACKNOWLEDGED BEFORE ME THIS _1 DAY OF Y 7 l 74"/ 20J BY Matthew Lyle Wynne WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. DOP-0-1�\4 AV04 14 SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY NOTARY PUBLIC TITLE •��, DOROTHY ANN HAFNER =o`;av PUy`n ; Notary Public - State of Florida w • My Comm. Expires Oct 2, 2012 =;^�* o` Commission # DO 827096 %F°;,;°p�� Bonded Through National Notary Assn. Property Appraiser - St.Lucie C ° . Zty, FL Page 1 of 1 4k Wynne Building Corp Record: 1 of 7 Property Identification Site Address: 6487 SPANISH LAKES BV Sec/Town/Range: 06 :34S :39E Map ID: 13/06N Zoning: PUD Ownership and Mailing Owner: Wynne Building Corp Address: 12804 SW 122nd Ave Miami FL 33186-6203 Sales Information Date Price Code Deed 5/1/1986 1315000 02 CV 1/1/1984 674200 02 CV ERNCE9 11 � (Y0I) 0 m orn PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print ParcellD: 1306-111-0001-000-0 ��V�CIE�G2 Account*: 4031 v� Land Use: PRKG/MOBILE , City/Cnty: St Lucie County Legal Description 06/07 34 39 ALL THAT PART LYG NELY OF 1-95-LESS SPANISH LAKES FAIRWAYS (PB 35-5) AND LESS THAT PART More... Assessment 2011 Final Total Land and Building Book/Page 2011 Final: 22015900 Land Value: 7995000 Acres: 326.34 0502 / 0947 Assessed: 22015900 Building Value: 14020900 0422 / 2136 Ag.Credit: 0 Finished Area: 25655 SgFt Exempt: Taxable: Taxes: 447928.9 BUILDING INFORMATION AV — Exterior Features View: - RoofCover: - RoofStruct: - ExtType: MHPK - MH Parks YearBit: 1990 Frame: - Grade: Y_C - Commer C EffYrBlt: 1990 PrimeWall: - StoryHght: 0010 -1 Story No.Units: 1052 SecWall: - Interior Features BedRooms: 1453 Electric: - PrmintWall: - FullBath: 0 HeatType: - AvgHt/FI: 1/213ath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth CSAV - COM POOL AVG Y 1 2720 AV AV 1990 1 2800-PRKG/MOBILE 191 -Site 1050 PA01 - POOL DK-AVG Y 1 6324 AV AV 1990 ASP2 - ASP2 LOW Y 1 544000 AV AV 1990 CNC2 - CONCRETE LOW Y 1 25752 AV AV 1990 CURB - CEMENT CURB Y 1 700 AV AV 1990 FEW - CHAINLINK 10 Y 1 343 AV AV 1990 FEN4 - CHAINLINK4' Y 1 95 AV AV 1990 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/pasle/prc.asp?prclid=130611100010000 5/21/2012 I , $ No. I DESCRIPTION Section -2- BUILDING PLANNING (Chapter 3) LOCAL DESIGN CRITERIA (Table .2(1) unless Weathering area C L tt r d 4� noted otherwise) _ Frost line depth /L Floor live load (Table R301.5) �/ 5 psf Termite area !ff y� Roof live load (Table R301.6) 3 7 psf Decay area Ground snow load N� psf Winter design temperature �' 2 Basic wind speed / 1 V mph Ice barrier underlayment required y Wind exposure category (R301.2.1.4) G Flood hazards i� 1,4 High wind design criteria applicable .(R301. 2.1.1) 1 / -e S Seismic design category (SDC) yam/ [Figure R301.2(2)] SDC C&D provisions (R301.2.2) N %f} EXTERIOR WALL LOCATION (R302) IVIA 1-hour rating for exterior walls located less than 5 feet from lot line (R302.1, Table R302.1) / / t Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) ROOM PLANNING REQUIREMENTS R3U3 throu n nju5 'nimu tttra i If ht ------------ Natural ventilation` Area Use ceilin ceilin ng 7'-V- 5'-0" a% floor area 4% floor area ng [Kitchen T-0" 5'-0" 8% floor area �% floor area 7'-0"5`-0" 8% floor area 4% floor area room7'-0" 5'-0" 8% floor area 4% floor area room 7'-0" 5'-0"t 3 square feet 1'/i square feet . ' See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t 6'-6" min. over plumbing Fixtures. A'- Required heating (R303.8) SA IT TION (R306 and R307) (/1 Wafer closet Lavatory Tub or shower Kitchen area with sink Sanitary sewer (Chapter 30) - Floor surface noncombustible; sloped floor (R309.3) Carport: open two sides; noncombustible floors; sloped floor (R309.4) EGRESS R310 - R312) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 24" net clear height, 20" net clear width; maximum sill height= 44" (R310.1- R310.1.4) A// /4 Private disposal (Appendix 1) P M Window wells (R3t0.2) GLAZING (R308) N r/r% Exit balconies (R311.2.1) r r-51 Identification (R308.1) r/ Exit access or hallway 5 3' (R3f1.3) /1./ 0 Louvered windows or jalousies (R3013.2) One exit from each dwelling unit (R311.4.1) -- � Exit -door- ! (3'0" x �y� Human impact Ioadsll-iazafdos7oeations-- (R308.3/008.4) Ll Landings for doors (R311.4.3) /UIlrdl Skylights and sloped glazing (R308.6) ^169 Stairways; minimum width = 3'0"; maximum GARAGES AND CARPORTS (R309) stair rise = 7314`; minimum tread =10" with 3/4"-11/4" nosing; minimum headroom = 618" No opening between garage and sleeping (R31l.5) room (R309.1) IVIA Landings for stairways; minimum dimension Opening protection (garage to residence); 36" (13311.5.4) 13111" solid wood doors, 20-minute fire -rated IVIP Special stairways (R311.5.8) doors (R309.1) /✓JA Ramp slope (1:12 maximum) (R311.6) 1U /d Penetrations (R309.1. i, R309. i.2) � Ramp landing, minimum 3' x 3' (R311.6.2) Garage -dwelling separation;'/2" gypsum board on garage side, except 5(e" O p2 X fe- IP Ramp handrails; one required if slope > 1:12 (R311.6.3) quired below habitable rooms (R3 ) -3- Under stair protection (R = - - .?.2) UVVELLING UNII'1t-ANMIIUIN VN' ) Handrails; required on orrc s7de of stair, hand- rail height = 34" to 38"; Type I or Type II grip (R311.5, 6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor surfaces > 30" above floor; 34"-36" minimum guard height (R312.1) Opening limitations (R312.2) Ttivo-family dw s: 1 -hour fire -resistance rating (R317.1, Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) �/7L/(,�_ Continuity (R317.2.1) Townhouse parapet (R317.2.2) Townhouse structural independence (R317.2.4) Rated penetrations (R317.3) SMOKE ALARMS (R313) MOISTURE VAPOR RETARDERS (R318) Location and interconnection (R313.2) -Required (R318.1) Power source (R313.3) DECAY AND TERMITE AREAS (R319 and R320) v Protection required (Table R301.2(1), Wi9.1, 14) ----- A 1415-`0'_ Labeling (R314.2) Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) WALLAND CEILING FINISH (R315) lame spread (R315.1) Smoke -developed index (R315.2) INSULATION (R316) t� Flame spread (R316.1) Smoke -developed index (R316.1) Attic (R316.4) %e'3l Quality mark (R319.2 and R320-1.1) SITE ADDRESS (R321) W} Premises identification (R321.1) AC7Acce ILITY (R322) ssibfe dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) fV P-1 Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (R324.1) / [4 Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) �( f Wood foundations (R402.1) I/ Concrete, compressive strength (R402.2) —F-uuTI N G/S-(fZ403) --- ---- Soil bearing value (R401.4, R403.1) t' dth 5 1-t oo Ing wI (see page ) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but S footing thick- ness (R403.1.1) A/f Sill plate bolting in concretelmasonry ='/z ` di- ameter bolts or as required for unbalanced fill within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table -- R-4044(2)) Footings adjacent to slopes (R403.1.7) . Ate, Frost protected shallow foundations (R403.3) FOUNDATION WALLS (R404 - R406) Top reactions, support, anchor bolt spacing (Tables R404.1(1) and R404.1(2)J Footings in SDC.0 or D (R403.1.2, R403.1.3 and R403.1.6.1) Masonry and concrete foundation walls (R404.1.1, R404.1.2) Depth below (outside) grade =12" minimum; but below frost line except for frost protected SDC D provisions (R404.1.4) footings. (R403.1.4, R403.1.4.1 and Maximum wall height [Tab/es R404.1(1) - R403.1.4.2) R404,1(3) and Tables R404.1.1(1) - R404.1.1(5)] -4- TABLE R403.1 mtivlmum g_,'. n Cr- CONCRETE OR MASONRY FOOrING5 tinchesl- LOAD-BEARING VALUE OF SOIL (p; 1,5Uu 2,000 3,000 000 conventional li ht-frame construction 1-story 12 12 12 12 2-star 15 12 12 12 3-stor 23 i7 12 12 4-inch brick veneer over li hl frame or 9-inch hallow concrete mason 1-story 12 12 12 12 2-story 21 16 12 12 3-stor 32 24 i6 12 B-Inch solid or fully 1-story 2-sto 3-story grouted masunrY 16 29 42 12 i 12 21 14 32 21 12 12 16 For SI: 1 inch = 25.4 mm, 1 pound per square foal = 0.0479 kPa fi , -rilti 1? in he a Ginnie vwlhe of solid or fully grouted 12-inch nominal concrete masonry units Is permitted. FOUNDATION WALLS (cont'd.) UULUMNS (10U() Maximum unbalanced fill height (Tables Protection from decay or corrosion (R407.1 and R404,1(1) - R404.1(3) and Tables R404.1.1(1) - R407.2) R404.1.1(5)] Structural requirements (R407.3) Minimum nominal -wall thickness [Tables Anchorage (R407.3) R404.1(1) - R404.1(3) and Tables R404.1.1(1- R404.1.1(5)]} 1 ' Wood columns minimum 4" square) (R407.3) ( Reinforcement size and spacing (Tables Steel columns (minimum 3" diameter, standard l R404,1.1(2) - R404.1.1(5)] �J Height above finished grade (R404.1.6) weight) (R407.3) UNDER -FLOOR SPACE (R4013) Sill plate rz ( R404.3 ) to size 408.2 Ventilation (R408.1 and ) Insulating concrete forms (ICF) (R404.4) Unvented crawl space (R408.3) Drains required if habitable or usable spaces Access (R408.4) are below grade (R405) of debris (R408.5) Soil cuss (Table R405.1) _Removal Finished grade (R408.6) Dampproofing if basements are below grade* — (R406.1) Flood resistance (R408.7) Waterproofing if high water table* (R406.2) If uninhabitable, see under-ftbor space (R408) FLOORS (Chapter 5) — - WOOD JOISTS .AND GIRDERS (R502)---------- - - - -- --- Bearing 1.5' mml 1, 9u-o masonry or concrete) and lapped joists (Y) Species and grade (R502,1) (R502.6, R502.6,1) Joists — Sleepin areas, LL = 30 psf [Table R502,3.1(7)] Lateral restraint and bridging (R502.7, J R502,7.1) Drilling and notching (R502.8) Joists — Man sleeping areas, LL = 40 psf AIZ14-1 [Table R502.3.1(2)] �--- Cantilevered joists (Tables R502.3.3(1) and Fastening (R502.9) R502.3.3(2)] _ Framing of openings (R502.10) Girder spans and header sppans for exterior bearing walls [Table R502.5(1)] — Wood trusses (R502.If) Girder spans and header sppans for interior bearing walls [Table R502.b(2)] _ Draftstopping (R502.12) Joists under bearing partitions (R502.4) -5- STEEL FLOOR FRAMING (R505) LUMBER FLOOR. SHLA I H INU (R503,1) Allowable span (Table R& End joints (R503,1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) qz& Material (R505.2.1) Identification (R505.2.2) Corrosion protection (R505.2.3) Grade (R503.2.1) Thickness (R503.2.1) Allowable spans (Tables R503.2, 1. 1 (1) and R503.2,1,1(2)] Installation [Table 60Z3(f)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) ' Thickness (R503.3.2) Cold -formed ste' ' �,plicability limits; in -line framing (R505.1,---I Structural framing (R505.2) Fastening (R505.2.4) Floor construction (R505.3) CQNCyRETE FLOORS (ON GROUND) (R506) Thickness: 3112" minimum; Concrete strength -,-(R506.1) Inslanation rFbbf& R602.3(l)]_..-.— fill = B"; maximum sand or gravel fill = 24" TREATED -WOOD FLOORS (ON GROUND) (R504) /(R506.2.1) Base course: 4" thick with maximum 1/4" (/�/ Base course: 4" graded with 2" maximum / gravel or 117" crushed stone (R504.2.1) L/ �ggregate (R506.2.2) Moisture barrier: placed over base course Vapor retarder (R506.2.3) (R504.2.2) Materials (R504.3) WALL CONSTRUCTION (Chapter 6) GENE-RAL�601) -10'esign (R601.2) Cr Component and cladding wind loads [Table �0 P2(2)] Windows in windborne debris regions (R301.2. i.2) WOOD CONSTRUCTION (R602) Construction [Figures R602.3(1) and R602.3(2)] ----- �°'� Exterior walls (R602.3) Stud spacing (R602.3.1) Interior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) Drilling and notching —studs (R602.6) Drilling and notching —top plate (R602.6.1) /V f'0' Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602, 7.2] f Fireblocking (R602.8) Cripple walls (R602.9) Wall bracing method (R602.10.1 and R602.10.3) Wall bracing amount and location (Table R602,10.1) Wall bracing length (R602.10.4) (4- SDC D (R602,10.9, R602.10. i1 and R602.11) STEEL WALL FRAMING (R603) Structural framing (R603.2) Material (R603.2.1) ° Identification (R603.2,2) R603.2.3 Corrosion protection ( ) Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) N SHEATHING (13604 and R605) Wood structural panels (Ri Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) General design (R606) SDC C and D (R606.12) (� Unit masonry (R607) A/ Ili Multipfe wythe masonry (R608) iJ Grouted masonry (R609) P" A_ Glass unit masonry (R610) INSULATING CONCRETE FORM WALL CONSTRUCTION (R611) General design (1.-, 1 and R611.2) Type ofICF wall design (R611,3 - R611.5) Construction requirements (R60.7- R611.9) CONVENTIONAL CONCRETE WALL CONSTRUCTION 612) , /+ Design basis (R612.1) WINDOWS & DOORS (R613) General; window sills: performance; testing and labeling (R613.1- R613.4) WALL COVERING (Chapter 7) INTERIOR WALL COVERING (13702) Wood shakes and shingles (R703.5) Plaster material (R702.2) �4 Extenorplaster - — --- -- - -- ------ Stone & masonry veneer (R703.7 & Figure /`' (aster support (R702.2.1) r R703.1); Real angle lintels-4" minimum bear- �ypsum board material (R702.3.1) y�'' ing each end (R703.7.3) wire or#22 U.S, Gypsum board support, application and fag- tening - R702.3.8) Veneer ties: #9 U.S. gage y gage by'le" corrugated metal; 24" O.C. maxi- .(R702.3.2 Ceramic file (R702.4) mum horizontal spacing; 2,67 square feet maximum area supported (wind > 30 psf and 5DC C or D, maximum area = 2 square feel) -� Other finishes (R702.5 and R702.6J (R703.7.4.1) - EXTERIOR WALL COVERING (R703) 7 Flashing (R703.7.5 andR703.8) Water -resistive barrier (R703.2) V �js Exterior insulation finish systems (R703.9) Wood siding (R703.3) Fiber cement siding (R703.10) Attachment and minimum thickness (Table R703.4) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERAL (R801) _Design (R801.2 and R901.3) Component and cladding wind loads (Table R30 1.2(2)J ROOF FRAMING (R802) %y 1'l' Fire -retardant -treated wood (R602.1 t 4 / 111: Framing details (R802.'-1. IV(Z- r Rafter tie (4' o.c.) (R802.3.1) Collar ties (4' o.c., in upper third of attic) (R602.3.1) jl%(� Lateral support and bridging (R802.8) �-N- �/"Framing of openings (R802.9) c/ Wood trusses (R802. f...b. . IZRoof tie -down (R802.' 2.9 CEILING JOISTS [Tables R802.4(1), R802.4(2)] B0�" ��- - -- ---- ► ou a is 5t6ragE� tt`1"°Nsf _ With attic storage LL = 20psf ,%�✓ Spacing (/ Species Grade /v(4� Purlins (2" x 4" at 4' o.c. minimum) ol-2.1 I Span (Figure ppx,.2„3_ 1 _Size Bearing (R802.• 1 /L- f '� Cutting and notching (R802 Engineered wood products (R802..1, 6 .'.� -7- RAFTERS [Tables R802.5.1(1)-R8t 1(8)] STEEL ROOF FRAMING (R Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing Species Grade Span Size Hc/HR; Adjustment factor 4_!�f G de Thickness Nf ' TW allowable stresses/grading Allowable spans (Table R503.2.1.1(1)1 Installation (R803.2.3) General (R804.1) Structural framing (R804.2) Material (R804.2-1) dentification (R804.2.2) V Corrosion protection (R804.2.3) Fastening (RB04.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) Ventilation requirements (R806.1, R806.2, ATTIC AG S (R807) Access requirements (807.1) 803.1.2 INSULATION CLEARANCE (R808) % A-y Insulation requirements (RB06.3, R808.i) ROOF ASSEMBLIES (Chapter 9) ROO�F.GL SIFICATION (R902) oof covering materials (R902.1) WEATHER PROTECTION (R903) J Flashing (R903.2) Coping (R903.3) Roof drainage (R903.4) MATERIALS 904) Compatibility; specifications; physical --.�haracteristics�-ider t� ifcation-[R904.2 -- - R904, 4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (13905.2) Clay and concrete tile (R905.3) Metal roof shingles (R905.4) Mineral -surfaced roll roofing (R905.5) Slate and slate -type shingles (R905.6) Wood shingles (R905.7) A" Woodshakes (R905.8) L ' It -up roofs (R905.9) t'/ Metal roof panels (R905.10) Modified bitumen roofing (R905.11) Thermoset single -ply roofing (R905.12) ' Thermoplastic single -ply roofing (R905.13) Sprayed polyurethane foam roofing (R905.f4) Liquid -applied coatings (R905.15) ROOF Ih CATION (R906) !� General (13906.1) REROOFING (R907) Materials and methods (R907.1) I Structural support (R907.2) Recover vs replace (R907.3) -8- - - - -- -- -- ,- - --. MASONRY FIREPLACES (R1001) Construction (Figure Ri001.i and Table Rf 001.1) SDC D reinforcing/anchorage (R1001.3 and Spark arrestors (Ril -1.1) Wall thickness; >_ 4" (R1003.10) Flue lining - material/installation (R1003.11 and R1003.12) R1001.4) a. Multiple flues (R1003.13) Firebox walls and dimensions (R1001.5 and Flue area (appliance) (R1003.14) Ri001.6) Flue area (masonry fireplace) (R1003.i5) Steel fireplace units (R1001.5,1) Inlet (R1003.16) Lintel (noncombustible) (R1001.7) Cleanout opening (R1003.17) G Hearth extension material (R1001.9) Chimney clearance (R1003.16) Hearth extension (R1001.10) Fireblocking (R1003.19) Fireplace clearance (R1001.11) 01,imnay crickets (R1003 20} Mantel and trim (R1001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (R.1003) Construction (Table Ri001.1, R1003.2, R1003.3, and Figure R1001.1) / Corbeling (R1003.5) Changes in dimension (R1003.6) Additional load (R1003.8) Termination (R1003.9) FACTORY -BUILT FIREPLACES (R1004) Labeled and listed (R1004.1) Installation (R1004.2) FACTORY BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) !� Installation (R1005.3 and R1005.4) � AIR SUPPLY (R1006) Intake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) C1 Compliance; material and equipment / (N1101.2, N1i0i.3) C// Climate zone (Table N1101.2) Building envelope (N1102) Mechanical systems (Ni103) 'See energy conservation plan review record MECHANICAL (Chapters 12-23) 1 " j / Appliance labeling (M1302, M1303) !! f r Appliance access (M1305, M1401) %�' � % AA pliance installafion (M1307) r/ Heating and cooling equipment; heating /and cooling load calculations (Chapter 14) ,r Exhaust systems (Chapter 15) Duct systems (Chapter 16) /✓ Combustion air (Chapter 17) �— location andterminations Chimney p er 110 andChapter 1 (Chapter �pecial fuel -burning equipment (Chapter f 9) I!�ZBoilerslwater heaters (Chapter 20) Hydronic piping (Chapter 21) ft/ Special piping and storage systems (Chapter 22) Solar systems (Chapter 23) ,./ Penetrations of fire -resistance rated assem- blies (R317.3) N \� J Application (G2401,1) General regulations (G2404) Pipe sizing (GZ -ti 1 Piping materials (G2414) Appliance location (G2406) Air requirements (G2407) -Installation (G2408) . Clearances (G2409) Electrical and electrical bonding (G2410, G2411) �a l' Water service location and depth (P2603, Piping installation (G2415 and G2419) Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425- G2428) Misc appliances (G2423, G2429 - G2453) system-desigp- �'� Sanitary and storm sewer location and depth Drain, waste and vent pipe sizing and riserdi- (P2603, P2604) agram (P3004, P3005, Chapter 31) Piping support (Table P2605,1) V Sumps and ejectors (P3007) Listed plastic materials (P2606) Backwater valves (P3008) Plumbing fixtures(Chapter27) r/'- Fixture traps(P3201) t/ Water heater size and location (Chapter28) X/ i Penelrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 3342) 7y ; Penetrations of fire -resistance rated assem- blies (E3302.2) n'� f Listed and labeled materials (E3303) r�Service equipment and location (E3501, �3506) /Service size and load calculations (E3502) Available fault current (E3506) { System grounding (E3507) . t:;; �?__'Required brancrti cfPct►lts (f36i33)- — --- Feeder requirements and load calculations (E3604) yV3 iring methads (Chapter 37) tom` Required lighting and receptacle outlets (E3601, E3803) Devices and lighting fixtures (Chapter39) -� Appliance installation (Chapter40) IVIA Swimming pools (Chapter.41) _._A_VIA- Class2remote-control signaling and power -lim- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) . f Provisions adopted (R102.5) Compliance with Appendix E verified , RADON CONTROL MEASURES (Appendix F) 1V1,41 Provisions adopted (R102.5) Compliance with Appendix F verified -10- Provisions adopted (RM- Compliance wP jendix G verified PATIO COVERS (Appendix H) Provisio adopted (R102.5) Compliance with Appendi t`H verified PRIVATE SEWAGE DISPOSAL (Ap ndl adopted G BUILDINGS AND C n iance w' Appe/Ix7/ erified RES (A4endix J) �mm�liance with Appendix J verified SOUND TRANSMISSION (Appendix K) Provisions. adopted (R102.5) Compliance with Appendix K verified NOTES -11- F Lt OPY I re C 6 �3 9 7Iq /C�ln C-lu C37 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: S'?JC�'�Si Y[� Permit Office: City, State, Zip: L , - p 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 10. Ceiling Types (1446.0 sqft.) Insulation Area 5. Is this a worst case? No 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. 11. Duuctct s R= ft2 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 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 28.2 HSPF:8.60 SHGC: Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1446.0 sqft.) Insulation Area EF: 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 O�"1<E S7.q?� this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance - with the Florida Energy Code. Before is PREPAREp_ B construction completed i DATE: SA this building will be inspected for compliance with Section 553.908 O_ . i° d I hereby certify that this building, as designed, is in c plia ce Florida Statutes. ✓,�, C0 with the Florida Energy Code. WE OWNER/AGENT: BUILDING OFFICIAL: DATE:! DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5/15/2012 9:20 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 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 ftz ____ 0 0 1 ROOF / v # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Tested Insul. Pitch (deg) 1 Hip Metal 1523 ftz 0 ftZ 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 ftZ 0.1 Wood 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Orrrt Tn Wall-TypeSpace R value Ft In Et In Area R-Value-Eraction Absor ° 1 N Exterior Concrete Block - Int InsRoomsInBIoc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block - Int InsRoomslnBloc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int InsRoomslnBloc 4.3 15 6 8 0 124 ft2 0 0 0.8 0 4 SW Exterior Concrete Block - Int Ins6loomsInBloc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 5 W Exterior Concrete Block - Int InsRoomsInBIoc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int InsRoomSInBloc 4.3 8 0 8 0 64 ft2 0 0 0.8 0 7 S Exterior Concrete Block - Int lnsEloomSInBloc 4.3 25 6 8 0 204 ft2 0 0 0.8 0 DOORS # Ornt Door Type Space Storms U-Value eightln Area Ft In In Ft 1 S=>E Insulated RoomslnBloc Metal 0.6 3 0 7 0 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang V # 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 4 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 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 EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 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 ---- ---- Return ---- Air Percent HVAC # V # 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 drn 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling [X Jan Feb (X� Mar X] Apr May [X] Jun Jul Aug [X] Sep Oct Nov X Dec JXXJ Heating Jan Feb XMar JXJ Apr r]] ] May [X] Jun XJul JXJ IX] X] Aug[X] Sepp �XXJ Oct]Nov IXXj X DecVentin X Jan X Feb X Mar lX] X Apr May [X] Jun XJul X] Aug [X] Se XOct X] Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 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 EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 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 primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >1okW 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. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows— Description a. U-Factor: Dbl, U=1.30 SHGC: SHGC=0.50 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: , , FL, - New (From Plans) 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 Single-family b. N/A R= ft2 1 c. N/A R= ft2 2 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1446.00 ft2 1446 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 114.00 ft2 a. Sup: Attic, Ret: Attic, AH: Attic 6 90 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 28.2 SEER:15.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. N/A R= ft2 13. Heating systems a. Electric Heat Pump 3.833 ft. 0.500 Area 14. Hot water systems 1446.00 ft2 a. Electric ft2 b. Conservation features ft2 None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code com li eatur Builder Signature: Date: sy�� -2_ Address of New Home: �S q c City/FL ZiPao, kBtu/hr Efficiency 28.2 HSPF:8.60 Cap: 40 gallons EF: 0.9 CF, Pstat *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. 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 -j- Project Summary Job: wrightsofm 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• • For: 62' GRAND CARLTON WYNNE BUILDING CORP. FORT PIERCE FL 34983 Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17399 Btuh Ducts 3009 Btuh Central vent (25 cfm) 773 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21181 Btuh Infiltration Method Simplified Construction quality Average. Fireplaces 0 Heating 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 25HBC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47°F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 16133 Btuh Ducts 3659 Btuh Central vent (25 cfm) 414 Btuh Blower 0 Btuh Use manufacturer's data n Ratelswing multiplier 0.95 Equipment sensible load 19195 Btuh 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/Btuh 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 htSOft� 2012-May-15 09:13:19 ti g Right Universal 2012 12.0.04 RSU05864 Page 1 ACC% EAWrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N 9 m Load Short Form wri htsoft 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.cam Project• • For: 62' GRAND CARLTON II, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design Information Htg Clg Infiltration Outside db (OF) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (OF) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Model 25HBC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47°F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O COOLING EQUIPMENT 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/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 ROOM NAME Area (ft2) 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 IIAA0TGt3 1 A%/ C@ nAA 077 A7 44 lvl!\V I L- I\ Lj-%V JV I V11 it -M 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 1 �CA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Cale = 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 TO 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 2 ACCP. E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rp Calc = MJ8 Front Door faces: N - wrightsoft9 Right-M 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 16, 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 heaticool 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1444.5 ft2 60.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft5 Load number (Btuh/ft2--°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 12C-Osw IA-rlomd 2A-2ob 2A-2om 12C-Osw 2A-2om 12C-0sw 2A-2om 11J0 12C-Osw 12 -Osw 2A-2om 13A-5ocs 12B-Obw 0.091 1.270 0.630 0.840 0.091 0.840 0.091 0.840 0.600 0.091 0.091 0.840 0.125 0.097 n 6 n n a a s s s sw w w w - 2.55 35.56 17.64 23.52 2.55 23.52 2.55 23.62_ 16.80 2.55 2.55 23.52 3.50 2.72 2.18 126.39 { 22.24 l 25.39 2.18 68.19 : 2.18 { 25.39 1 17.40 2.18 I 2.18 66.18 f 2.22 1 0.85 316 39 '-15 15 490 40 124 20 21 34 282 " 6 64 204 246 0 0 0 450 3 83 '20 •21 34 276 1 64 204 627 • 13871 265 353 1146 931 211 470 353 86 702 141 224 554' . 537 1029. 334 381 983 2699 181, 568 365 _ 74 662 397. 142 . 174 0 0 0 .0 0 0 " - 48' 0 21: 0 0 0 0 86, 0 `' 0 ,0 0 0 0 ' 27 0 21 0 6, . 0 0 .80 0 0 ..: 0 ,. 0 0 0 ' '60, _ _ 0 :' 353 0 . .0 . • 0. 0 - . 211 - 0 0 0 0 0 0 59 • 0 365. _ 0 0 0 0 ' 68 V,V �G W W L-G W .0 C C . 16B-30ad 16C-19al 0.032 0.049 - - 0.90 1.37 F 1.68 2.08 1389 56 1389 56' 1244 77 2333 117' 60 0. 60 0' 54 _ 0. 101 0. F 22A-tph 1.358 38.02 0.00 j 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 1 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 17% 23% 3009 3659 11% 15% 117 87 Total room load 20408 19792 1144 674 Air required (cfm) 1 9471 947 153 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2012-May-15 09:e 1 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 '4r--Ck EAWrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Cale = MJ8 Front Door faces: N wrightsoft= Right-JO Worksheet Entire House ' COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-678-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 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 ft2 45.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/Wt-°F) (13tuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 , II - {-G 12C-osw 1A-r1omd 0.091n 1:270 2.55 35:56 I ' 2.18 26:39 196 39 157 0 -400 1387 343 1029 0 0 0 '. 0 ' - D " 0 II-�-G 2A-2ob 0.630 n n 17.64 i 22.24: 0 0 0 0 0 r 0 . 0, 6 6 0 2A-2om 0.840 n 23.52 25.39 0 0 10 0. 0. 0 `. ,0 0 11 12C-Osw 0.091 a 2.55 2.18 245 205 523 449 0 0 0 0 2A-2om 0.840. a 23.52 68.19 40 3 931 2699 0 0 0 0 0.091 s, 2.55 2i 18 0 0 0 ; 0 6- 0 0 . 0 Ti12.C-Osw 2A-2om 0:840 s 23.52 .�' 25.39, ' 0 0 '' 0 , , 0 0 0 0 0 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 I 2.18 0 0 0 0 52 52 132 " 114 L--G 2A-2om 0.840 w 23.52 166.18 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 - 2,72 0.85 0 0 0 0 56... 56 ' ` 152 48 C 166-30ad 0.032 - 0.90 j 1.68 483 483 432 811 46 46 41 76 C ,16C-19al 0.049 - 1.37 2.06 0 "0 0 D ,0 0 ' '0 0 F 22A-tph 1.358 - 38.02 0.00 I 483 45 1711 0 46 _ 7 247 , 0 6 c) AED excursion 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) 329 348 39 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wrightsoft. 2012-May-15 09:age 2 Right -Suite® Universal 2012;12.0.04 RSU05864 Page 2 'CC4" E:1Wrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON II .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: 772-8'78-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 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 ftz 52.5 ft2 Ty Construction U-value Or I HTM Area (ftl Load Area (ft� Load number (Btuh/ft? °F) (Btu 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; o• 0 0 0 0 1A-r1omd 1.270 n 35.56 26.39 0 0 0 0 0 •. 0, 0 -` 0 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 1 0 .: 0 0 0 0 0.` 0 0 11 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 '-- 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 2A-2om 0.840 s 23.52 25.39 0 0 0 0. 0 0 0 0 11.10 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 6 0 0 0 0 0 Val 12C-Osw 0.091 w 2.55 2.18 '0 0 0. 0 60 54 - 138 118 J--G. 2A-2om 0.840 w 23.52 j 66.18 0 0 0 . 0 6. 1 _ 141:.. 397. W 13A-5ocs 0.125 w 3.50 `I 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 ' 68, 68 186 58 '0. 0. '.' "0 .:. 6 C 16B-30ad 0.032 - 0.90 1.68 154 154 138 259 53 53 47 88 C 16C-19al 0.049 1.37 j 2.08 0 0, 0 0 0' 0 1 0: 0 F 22A-tph 1.358 38.02 0.00 i j j I I I f f I I 1 154 - 0 0 0 - , 53 8 _ 285 , _ 0 6 c) AED excursion -153 215 Envelope loss/gain 323 164 611 818 12 a) Infiltration 0 0 133 36 b) Room ventilation 0 0 0 0 13 Intemal 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% 164 291 Total room load j 359 2942 1 907 1146 Air required (cfm) 17 141 42 55 Calculations of Manual J 8th wrightsoft' i 2012-May-15 09:13:19 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 3 'CC�'` E:\Wrightsoft HVAC\Wynne Corp%62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsoft, Right-M Work, Entire House COMFORT CONTROL OF SLC, INC. I 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 ft 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 ftz 266.0 f:2 Ty Construction U-value Or i HTM Area (ft� Load Area (ft� Load number (Btuh/ft1L °F) (Btu ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat iCool 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 0 t19 89 227: 194 IA-r1omd: 1:270 n 35.56 26.39 0 0 0 0 0 2A-2ob 0.630 n 17.64 M24 ',0 . 0 0 0 15 , 0 265, 334 2A-2om 0.840 n 23.52 25.39 A 0 ' 0 0 r 15 0 `. 353 " , 381` 11 W, 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 77 77 195 167 �G 26-2cm 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 Q _.0 2A-2om 0.840 s 23.52 , 25.39 0 0 0 ` 0 0 0 0 0 11J0 0.600 ' s 16.80 17.40 0 0 0 0 ... - Q 0` 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12GOsw 0.091 w 2.55 2.18 0 0, 0 0 162 162 412 353 2A-2om 0:840 w 2352 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 128-O w- 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0: C 16B-30ad 0.032 - 0.90 1.68 70 70 63 118 266 266 "" , - 238 447 C 16C-19al 0.049 - 1.31 2.08 0 0 0 0 .0 ' 0 .. 0 0. F 22A4ph 1.358 - 38.02 ` 0.00 ` i I i I I, i 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 Intemal 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 38 22% 34% 896 760 Total room load 77 149 4973 2990 Air required (cfm) 4 7 231 143 Calculations wrightsoft- Right -Suite® Universal 2012 12.0.04 RSU05864 'CC$" E:1Wrightsoft HVAC\Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N 2012-May-15 09:13:19 Page 4 -+ 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 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 (ft� Load Area (ft� Load number (Btuh/ft' °F) (Btu or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 12C-Osw 1A-r1amd 2A-2ob 2A-2om 12C-Osw 2A-2om 12C-OSw 2A-2om 11J0 12C-Osw 12C-Osw. 2A-2om 13A-5ocs 12B-Obw 0.091 1.270 0.630 0.840 0.091 0.840 0.091 0.840 0.600 0.091 0.091 0.840 0.125 0.097 n n n n a a s s s. sw w w w - 2.55 35.56 17.64 23.52 2.55 23.52 2.55 23.52 16.80 2.55 2.55 23.62 3.50 2.72 2.18 26.39 22.24 25.39 2.18 68:19 2.18 25.39 . 17.40 2.18 2.18 66.18 2.22 0.85 . 0 0 6 0 0 0 0 0 0 0 0 0; 0 0, 0 0 '0 .0 0 0 0 0 0 0 , 0 0 0 _0 .0 0 0 0 0 0 0 0 0 0 0' 0 0 0 0 0.`" 0 0 0 0 0 0 0 0 0 .0 0 0 0' 0 0 0. 40 0 0 0 0. 0 '0 . 0 0 , 0 0 ' 0" .., 0. 0 40 0 0 0 0 0 0 . "0'. 0 .'0 . `. 0 0 0 102 0 0 0 - 0. 0 jo .0' 0 : 6 , 0 0 0 87 0 0 0 0 0 ,' 0: .. 0 0 .0: ' V�f L-G -- G n W W W P C 16B-30ad 0.032 - 0.90 1.68 18 18 16 29 45 45 40 76 C '. 16C-19a1' 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 22a/a 34a/a 3 9 22% 34% 93 60 Total room load 19 37 514 237 Air required (cfm) 1 2 24 11 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 5 "4C�k E:\Wrightsoft HVAC\Wynne Corp%62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsoft9 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: comforicontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 MASTER LAV 2 3 4 5 Exposed wall Room height Room dimensions Room area 30.7 ft 8.0 ft heaticool 1.0 x 195.5 ft 195.5 ftz 8.0 ft 8.0 ft heat/cool 7.0 x 8.0 ft 56.0 ft2 Ty Construction number U-value (Btuh/ftl °F) Or HTM (Btuh/ft� Area (ft� or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 I- G W W L-G. W R C C F 12C-6sw 1A-r16md 2A-2ob 2A-2om 12C-0sw 2A-20m 12C-0sw 2A-2om 11J0 12C-Osw 12C-Osw 2A-2om 13A-5ocs 12B-Obw. 1613-30ad 16C=19al 22A-tph 0.691; 1.270 0.630 0.840 0.091 0.840 0:091 0.840 0.600 0.091 0.091 0.640 0.125 0.097 0.032 0.049 1.358 . 'n, . n n . 'n a a . s ` s " s. sw w w w 2:55 35.58 17.64 23M 2.55 23.52 2.55 23.52 16.80 2.55 2.55 23.52 3.50 2:72 0.90 1.37 38.02 .. 2:18 26.39' 22.24 25.39 2.18 68.19 2.18 '25.39 17:40 2.18 2.18 66.18 2.22 0.85 1.68 2.08 0.00 p 0 0 0 128 0 76 20 0. 34 8 _ 0 0 0' 196 .0. 196 0 0 0 0 128 0 56 20 '0 34 : 8 0 0 ;' 0 196 0 31 0 "; 0 0 0 326 0 143 470 .0 86 . -20, 0 0 ., 0. 175 0 1166 p 0` 0 0 280 0 14 508 '0 74 17 ' . 0 0 `0 328_ ' 0 0 ., 0, 0 0 0 0 0 0 0 0 0 : A. 0' 64 '0' 0 56 56 0 0' 0 0 0 0 0 ': 0 0 0 0, . .. 0 64 0 0 - 56 8 - ; .0 0, 0' _ 0 0 0 0 . , 0 _0: _ 0 . 0 224 ,; .. . . 0 0 _.. 77 304 . 0 0 0; : 0: 0 0 0 0 0 0 0: 142 0. 0 117' 0 6 c) AED excursion 88 -17 Envelope loss/gain 2387 1417 605 242 12 a) Infiltration 545 149 142 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 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 15 Subtotal Duct loads 22% 34% 2932 645 1567 533 22% 34% 747 164 281 96 Total room load Air required (cfm) 3577 166 2100 100 911 42 377 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 40- wrightsoft" Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 '4CK EAWrightsoft 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. M 0� Te- k RE: M11323 - 62' Grand Carlton III with porch MiTek USA, Inc. Site Information: 6904 Parke 3M East Blvd. Customer Info: WYNNNE DEVELOPEMENT CARP Project Name: 62' GRAND CARTF-III WPORCH Model: M11: 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. Seal# Truss Name I Date 1 IT4386201 JA5 1 5/14/012 12 IT4386202 JA6 1 5/14/012 1 13 I T4386203 J A7 1 5/14/012 1 14 IT4386204 JA8 1 5/14/012 J 15 IT4386205 JA9 1 5/14/012 J 16 IT4386206 JA 5/14/012 17 IT4386207 I GRA 1 5/14/012 1 18 IT4386208 IGRB 15/14/0121 19 IT4386209 JJ2 15/14/012 J 110 I T4386210 I J4 1 5/14/012 1 11 I T4386211 J J6 1 5/14/012 1 112 I T4386212 I J8 1 5/14/012 J 113 IT4386213 IKJB 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. I� k 61 i i,l16tiliPgflt, E NS' 39, 0 i y � STATE OF .� • rSS/O N AL �G;oC'�'rod �sadra!!mB`�` FL Cert. 6634 May 14,2012 Albani, Thomas 1 of 1 job Truss Truss Type City Ply 62' Grand Carlton III with porch M11323 AS SPECIAL 9 1 o eee ce o 'o a Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 is Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:12 2012 Page 1 ID:2GIScwwyY5hnGhXVARzUkuyuFUM-Ek_ISVkUDOgX21 VVCfgALeIXGy3TKyOD71 SbGTzGdvv 1-0- 7-8-5 10-6-4 17-0-0 204 8 26-4-0 - 34-0-0 5-0- -0-0 7-8-5 2-9-15 6-5-12 3.4-8 5-11-8 7-8-0 -0-0 4.00 12 2.00 12 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.85 TCDL 7.0 Lumber Increase 1.25 BC 0.95 BCLL 0.0 Rep Stress Incr YES WB 0.59 BCDL 10.0 Code FBC2010rrP12007 (Matrix) 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), 1 0=1 125/0-8-0 (min. 0-1-9) Max Horz 2=166(LC 7) Max Uplift 2=-816(LC 8), 10=-816(LC 8) Max Grav 2=1305(LC 2), 10=1305(LC 2) 5x8 = 13 12 3x6 7x12 = 2x3 11 DEFL in (loc) I/deft Ud Vert(LL) 0.70 14 >569 360 Vert(TL) -1.19 13-14 >336 240 Horz(TL) 0.39 10 n/a n/a Scale = 1:59.7 PLATES GRIP MT20 244/190 Weight: 171 lb FT = O% BRACING TOP CHORD Structural woad sheathing directly applied or 1-7-8 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation u' 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=-178513313, 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=52f; 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 atjoinl(s) 2 considers parallel to grain value using ANSIIrPI 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 atjoint 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 FL Cert. 6634 May 14,2012 ® WARNING - Verify design parameters and REdD NOTES ONTHIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. R• Applicability of design parametersand proper incorporation of component is responsibility of building designer- not I— designer. Bracing shown TM Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the MiTek*erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI7 Quality Criteria, DSB-89 and BCSI BUBding Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp lumber is s ecified, the desi n values are those effective 06i0112012 by ALSC or proposed by SPIB. job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A6 SPECIAL 1 1 Job Reference o 'o 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 09:54:13 2012 Page 1 ID:2G IS cwwyY5hnGhXVARzU kuyuF U M-iwY7grl6_KyOg B4imM B PusHgDM 093McM Lh B9pvzGdvu 1-0- B-11-11 16-0-0 18-0-0 20-4-8 25-11-15 34-0-0 5-0- -0-0 8-11-11 7-0-5 2-0-0 2-4-8 5-7-7 8-0-1 -0-0 4.00 12 2.00 12 4x8 % 4x5 7x8 = 2x3 11 Scale = 1:61.7 10-6-4 10-6-4 4-5-12 -0-0 4-4-8 5-7-7 8-0-1 Plate Offsets KY): 12:0-8-0.0-1-41 13:0-3-O,Edgel 17:0-2-7 Edgel 19:0-3-14,0-1-81 112:0-4-0 0-2-13) f14:0-5-9.0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.66 14 >604 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.98 Vert(TL) -1.08 14 >371 240 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.38 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 174lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 9-12: 2x4 SP M 30 MiTek recommends that Stabilizers and required Cross bracing WEBS 2x4 SP No.3 *Except* be installed during truss erection, in accordance with Stabilizer 5-14: 2x4 SP M 30 Installation guide. 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 Harz 2=157(LC 7) Max Uplift 2=-816(LC 8), 9=-816(LC 8) Max Grav 2=1305(LC 2), 9=1305(LC 2) 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=-153612836, 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 {{tttll��l` NOTES •�••• 1) Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-10; 165mph Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; Cat. 11; ♦�y, Ci E N `SF .9 2) (3-second gust) eave=6ft; �C'.••\ — •• f 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. -39380 -- 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 al joint(s) 2 considers parallel to grain value using ANSl1TPI 1 angle to grain formula. Building designer should verify _> o T --' ATE 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 9. e '00% A �� v Q joint 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. \ � ✓j l� • •' • • • • • •'G• `�`�� ; LOAD CASE(S) Standard j 316 N Ai FL Cert. 6634 May 14,2012 WARMNG- Verify design parametersand READ NOTES ONTHISAND INCLUDED AffTEKREFERENCEPAGE MII-7473BEFORE USE. �� Design valid for use only with Mnek 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 MOW 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 CrIterta, DSB-89 and SCSI BuBding Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 781 N. Lee Street Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp lumber is specified. the design values are those effective 064112012 by ALSC or proposed by SPIB. job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A7 SPECIAL 1 1 o ere ce o t'o a 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 09:54:13 2012 Page 1 ID: WSJgpGwalPpeur6hk9UjG5yuFUL-iwY7grl6_KyOgB4imMBPusHijMO W3JFMLhB9pvzGdvu 1-0-0 8-10-10 14-0-0 20-0-0 25-11-15 34-0-0 5-0- -0-0 8-10-10 5-1 -6 6-0-0 5-11-15 8-0-1 -0-0 5x6 5x6 = e nn 1- 7x12 = 2.00 12 2x3 11 Scale = 1:60.7 v A I I� d 10-6-4 3-5-12 6-4-8 5-7-7 8-0-1 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2010/TPI2007 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 'Except' 7-10: 2x4 SP M 30 WEBS 2x4 SP No.3 `Except' 4-11: 2x4 SP M 30 CSI DEFL in (loc) I/deft L/d TC 0.87 Vert(LL) 0.61 11 >651 360 BC 0.96 Vert(TL) -1.06 10-11 >376 240 WB 1.00 Horz(TL) 0.37 7 n/a n/a (Matrix) REACTIONS (lb/size) 2=112510-8-0 (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) PLATES GRIP MT20 244/190 Weight: 164 lb FT = 0% BRACING TOP CHORD Structural woad 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 guide. 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 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 ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 816 lb uplift at joint 2 and B16 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 a,�j01111111�oJtI .��•P� A. SATE b _ CU i o'• ' 4 FL Cert. 6634 May 14,2012 WARWNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED 3 fTEK REFERENCE PAGE AMI-7473 BEFORE USE. �� Design valid for use only with MiTek connectors. This design is based any upon parameters shown, and is for an individual building component. �r Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown ii is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll QuaW Crltedo, DSB-89 and SCSI Boning Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312S Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp lumber is specified. the desi n values are hose effective 06f01?2012 b ALSC or roposed b- SPIB. p Job Truss Truss Type Qly Ply 62. Grand Canton III with porch M11323 A8 SPECIAL 1 1 fe enc a 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 09:54:14 2012 Page 1 I D: WSJgpGwalPpeur6hk9UjG5yuFU L-A66WtBmkle5FlLfuK3ieQ3quDmkgogZWaLxiLLzGdvt 1-0-0 8-8-4 12-0-0 15-8-0 20-4-8 22-0-0 24-8-12 34-0-0 5-0- -0.0 8-8-4 3-3-12 3-8-4 4-8-4 1-7-8 2-8-12 9-3-4 -0.0 Scale = 1:60.7 US = 4.00 12 3x4 2x3 II 5x10 = 14 5 6 15 7 7x12 = 3x4 = 2.00 1z ' 10-6-4 9-10-4 1-7-8 12-0-0 ' Plate Offsets (X Y): T2:0-8-0.0-1-41 17:0-5-0 0-2-01 T9:0-3-14.0-1-81 T12:0=6-0 0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 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 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.35 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:171 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x6 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 9-12: 2x4 SP M 31 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=112510-8-0 (min. 0-1-8) Max Harz 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) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5482/3092, 3-4=-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=-115312374, 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=-276/705, 8-11=-482/465 NOTES 1) Unbalanced roof live loads have been considered for this design. �,�►0« 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; ,�� PS A, q Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �� <e fs 3) Provide adequate drainage to prevent water ponding. ,+.�.?0.••�C•� N S' 4) This truss has been designed for a 10.0 psf bottom chord live load noncwncument with any other live loads. ` _^ F ,? 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'3 93 8CJ will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 2 Considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at =7_�.. ,, ''° •r([ joint 9. ~� 8) 'Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 0 Q�Ar � •(U�e 't`h ;A, P;•' Z LOAD CASE(S) Standard �� 1` • ' C 0 R 1,'o • O� FL Cert. 6634 May 14,2012 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE NII-7473 BEFORE USE. '- Design valid for use onty with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding MiTek* fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Qualfly Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp lumber Is specified. the de n values are those ef,,ectn�e %`3112012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A9 HIP 1 1 e e ence o ' Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 Mfrek Industries, Inc. Mon May 14 09:54:14 2012 Page 1 ID:_etC 1 cxC3ixVV?huls?ypJyuFU K-A66WlBmkle5FlLfuK3ieQ3q 13mg2onKWatxiLLzGdvt 1-0 6-7-15 10-0.0 15-2-14 20-4-0 24-0-0 27-4-1 34-0-0 5-0- -0-0 6-7-15 3-4-1 5-2-14 5-1-2 3-8-0 3-4-1 6-7-15 -0-0 4.00 12 4x4 3x4 2x3 II 5x10 = 4 16 5 6 17 7 Scale = 1:58.7 3x4 = 15 14 13 12 11 3x4 = US = US = 6x8 = 3x6 = 3x4 = ' 10-0-0 10-4-0 3-8-0 10-0-0 ' Plate Offsets MY): 17:0-5-0,0-2-01 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.21 9-11 >748 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.55 9-11 >291 240 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.02 13 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 156 lb FT = O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=575/0-8-0 (min. 0-1-8), 9=300/0-8-0 (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=-910(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=-378/797, 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 =-1 39/260 WEBS 3-15=379/356,5-15=-256/643, 5-13=-1191/752, 6-13=-263/230, 7-11 =-1 58/383, 8-11 =-424/384, 7-13=-818/443 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; 111111111111. 1 S A, ��l • • .. �� 0 Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ®♦+�O0P,.. J. .••\C E N S+ •• -v ems* ��•..! 3) Provide adequate drainage to prevent water ponding. ♦♦ !K,t _� .F 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for 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 4-0�393 80 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 atjoint 13.j.,.� 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 'F = � t . °SAT E C31= . LOAD CASE(S) Standard 44o Ai- 1+lint FL Cert. 6634 May 14,2012 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE PHI-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. ��F Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the pt erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Mi1+pe k* fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or Spit) lumber is specified, the desion values are those effeetn-e 06i0112012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply Carlton III with porch M 11323 A COMMON 9 1Reference T2Grand (ontiona Chambers Truss Inc., Fort Pierce FI. 34982 Run: 73.340 s 4 Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:12 2012 Page 1 ID:a3B4PavKnnZweXyJckSFBgyuFUN-Ek_ISVkUDDgX21 WCfgALelfuy9iKzgD71 SbGTzGdvv 1-0- 6-7-13 124-13 17-0-0 21-7-3 27-4-3 34-0-0 5-0- -0-0 6-7-13 5-9-0 4-7-3 4-7-3 5-9-0 6-7-13 -0-0 �1 4.00 12 4x4 = 19 34 17 — 15 14 12 2x3 ll 4x6 = 3x8 = 3x8 = 4x6 2x3 II Scale = 1:57.8 3x6 Zzr ' 6-7-13 5-9-0 9-2-7 5-9-0 6-7-13 ' Plate Offsets KY): 12:0-3-14.0-1-81. 110:0-3-14.0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.30 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.73 14-15 >546 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 163 Ib FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=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=-1635/3008, 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 NOTES 1) Unbalanced roof live loads have been considered for this design. `�0>>t�C�.A'r �& ✓j 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 DOL=1.60 ,e ,��©.•�1t✓ E S ••, j� °rP • `^_� �•,?!. plate grip 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,` ; p 3 9 3 8 Q ' - 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . * _ r, will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide truss bearing •; >- fF mechanical connection (by others) of to 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. _.--: ., Z AT E `_..`• 44/® 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 Ib 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 ((/ T(•�'.�� P .' of others. Q \�0,� j°j�t` f� S 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). !• ,tom �� I�s�O LOADCASE(S) Standard t��►ti11lf►l�`�� 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 FL Cert. 6634 May 14,2012 fA Verify design parameters and RFAD NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MI-7473 BEFORE USE. R Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity, of the p B(��+ erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding 7 Vi fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTP11 Quallly Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormatlon available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33810-4115 It Southern Pine SP or SPp lumber is specified. the design values are those effective 060112012 by ALSC or proposed by SPIB. .)ob Truss Truss Type Oty Ply 62' Grand Carlton III with porch M11323 A COMMON 9 1 o e e e c o bona Chambers Truss Inc., Fort Pierce FI. 34982 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 18=-43(F) 19=-43(F) 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 2 I D:a3B4PavKnnZweXyJckSFBgyuFUN-Ek_ISVkUDOgX21 WCfgALelfuy9iKzgD71 SbGTzGdvv toll IIIIJJJJJ, * : Pit 3938 a 'TATE `:mow J!!llll FL Cert. 6634 May 14,2012 AWARNING - Verify design parameters and READ NOTES ON MIS AND INCLUDED WTEK REFERENCE PAGE MI-7473 BEFORE USE. � R. 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 responsibllty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTe• fabrication, quality control, storage, delivery, erection and bracing, consult ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety InlormoHon available from Truss Plate Institute, III 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 0610112012 by ALSO or proposed by SPIB. Truss Truss Type Oty Ply 62' Grand Carlton III with porch �ob 11323 GRA HIP 1 1 Job Reference o tional 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 09:54:15 2012 Page 1 ID:_etC1 cxC3ixVV?huls?ypJyuFUK-eJgu5XnM WxD5vVE4unDtzHMODABUXJXfp?gFtozGdvs 1-0-0 8-0-0 11-1-1 17-0-0 18-6-0 22-2-2 26-0-0 34-0-0 5-0- -0-0 8-0-0 3-1-1 5-10-15 1-6-0 3-8-2 3%-14 8-0-0 -0-0 7x10 % 4.00 12 3 u, 2 1 3x4 = 29 28 3x6 11 16 = 6x8 = Top chord must be braced by end jacks, Scale= 1:60.7 roof diaphragm, or properly connected 4x4 — purlins as shown. 11 14 6x10 4x6 10 N 22 N 23 N I� 0 26 25 24 4x4 = 6x8 = 3x6 = 6x8 = 8-0-0 3-1-1 7-4-15 7-6-0 8-0-0 ' 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 NO BCDL 10.0 Code FBC2010/TPI2007 CSI DEFL in (loc) I/defl L/d TC 0.99 Vert(LL) 0.13 22-24 >999 360 BC 0.48 Vert(TL) -0.26 2-29 >489 240 WB 0.63 Horz(TL) 0.03 22 n/a n/a (Matrix) 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 100 lb or less atjoint(s) except 2=-361(LC 8), 27=-1182(LC 8), 26=-1472(LC 8),22=-648(LC 8) Max Grav All reactions 250 lb or less at joints) 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=-191/597, 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 PLATES GRIP MT20 244/190 Weight: 194 lb FT = 0 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 ponding. 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. FL Cert. 6634 May 14,2012 NILIFKF&W Verify design pararnefem and READ M07ES ON THIS AND INCLUDED M rBICREFERENCE PAGE MI-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based onlyupon 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 stabirity during construction is the responsibility of the 1} erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Mffe+ fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Bundling Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610.4115 If Southern Pine SP or SPp Wmber is specified, the design values are those effective Ofi., V2012 by ALSC or proposed by 517I8. Truss Truss Type City Ply 62' Grand Carlton III with porch �ob 11323 GRA HIP t 1 o e (act one Chambers Truss Inc., Fort Pierce Ff. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries. Inc. Mon May 14 09:54:15 2012 Page 2 ID:_elC 1 cxC3ixV V7huls?ypJyuFU K-eJgu5XnM WxD5vVE4unDtzHMODABUXJXfp7gFlozGdvs NOTES 10) 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 devices) 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 (plf) Vert: 1-3=-44, 21-23=44, 2-29=-20, 24-29=-47(F=-27), 22-24=-20, 3-11 =-103(F=-59),11-21=-103(F=-59) Concentrated Loads (lb) Vert: 29=-555(F) 24=-555(F) t A' P 3938 AT ATE �: • • �1 e S 1O N AL � %O\ 111111t FL Cert. 6634 May 14,2012 A WARMNG • Verify design parameters and READ NOTES ON THIS AND INCLUDED MMTEK REFERENCE PAGE Mil•7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the ��• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding M fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality CrIterla, DSB-89 and BCSI Bonding Component 69G4 Parke East Blvd. Safely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp lumber is specified, the design values are those effective OV0112012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M 11323 GRB HIP 1 1 Job e e ce Chambers Truss Inc., Fort Pierce Fl. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 M7ek Industries, Inc. Mon May 14 09:54:16 2012 Page 1 ID: SrRaEyyrgO4M78G4raWBLWyuFUJ-7V EGiln_HFLyXfpGRUk6VUvC7ZVYGkYpl fQpPEzGdvr 1-0- B-0-0 14-2-6 20-4-0 26-0-0 34-0-0 5-0- -0-0 8-0-0 6.2-6 6-1-10 5-1 8-0-0 5x10 4.0o 12 16 3x8 = 4x6 = 5x6 = 5x6 6 17 7 Scale = 1:58.7 3x8 = 15 14 13 12 11 10 3x4 = 3x6 II 5x6 WB = 3x4 = 6x8 = 3x6 — 6x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO Code FBC20110/TP12007 CSI TC 0.92 BC 0.62 WB 0.71 (Matrix) DEFL in (loc) I/deft Ud Vert(LL) 0.19 2-15 >999 360 Vert(TL) -0.33 2-15 >727 240 Horz(TL) 0.08 12 n/a n/a PLATES GRIP MT20 2441190 Weight: 150 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-13, 4-12 4-12,6-10: 2x4 SP M 30, 6-12: 2x6 SYP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation e REACTIONS (lb/size) 2=1121/0-8-0 (min. 0-1-11), 12=3442/0-8-0 (min. 0-5-8), 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 (lb) or less except when shown. TOP CHORD 2-3=3629/1916, 3-16=-1930/1173, 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=-2701731 WEBS 3-15=-407/1219, 3-13=-16611791, 4-13=-211/942, 4-12=-4730/2565, 6-12=-2457/1572, 6-10=-1766/3430,7-10=-356/375 i NOTES 1) Unbalanced roof live loads have been considered for this design. 1�,,,tP� AtI gl�l�pf • ln �j ,�` 0 �,. E N S •• 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; ,� .•`lC, ` �, 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. e �O 39380--- 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, o r- 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.y E(-U " 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 441 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 T . A, O 1 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. %� _R `O 'S� �`• "`��` loads the face the truss front back `�� lltN A, 9) In the LOAD CASE(S) section, applied to of are noted as (F) or (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) FL Cert. 6634 Vert: 1-3=44, 3-7=-107(F=-63), 7-9=44, 2-15=-20, 10-15=49(F=-29), 8-10=-20 May 14,2012 W • Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MI. 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 responslbillity of the p A��p+��• erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding i V9 1 fabrication, quality control, storage, delivery, erection and bracing, consult ANSt/rP11 Quality CrIteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp) lumber is specified, the design values are those effective 06XV2012 by ALSC or proposed by SPIB. job Truss Type Qty Ply 62' Grand Carlton III with porch M 11323 GRB ITruss HIP 1 1 Job e e e ce o !tonal Chambers Truss Inc., Fart Pierce Fl. 34982 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 15=-555(F) 10=555(F) Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:16 2012 Page 2 ID:SrRaEyyrg04M78G4raWBLWyuFUJ-7VEGItn_H FLyXfpGRUk6VUvC7ZVYGkYp1 fQpPEzGdvr \\\\\\tlCt►j�j�7 •E N,• �-9 �i, 0 3938Q� r TAT N AL.�`• ►a!nu► FL Cert. 6634 May 14,2012 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED BffTEKREFERENCE PAGE 1F2f/•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. �p/��1w 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 iTek° erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding INO fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Cededa, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine ISP nr SPn) lumber is specified. the design values are those effective 06f0112012 by ALSC or or000sed by SPIB. Job Truss Truss Type City Ply 62' Grantl Carlton III with porch M11323 J2 MONO TRUSS 8 1 Job a ere ce o t'o al - 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 09:54:16 2012 Page 1 ID:xl?zS IzTbJCDIIrGPH1 QukyuFUI-7VEGItn_HFLyXfpGRUk6VUvOOZd5Gvfp1 fQpPEzGdvr i -1-0-0 2-0-0 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 (ps, SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.13 TCDL 7.0 Lumber Increase 1.25 BC 0.07 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2010rrP12007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 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. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL in (loc) I/deft Vd PLATES GRIP Vert(LL) -0.00 2 >999 360 MT20 2441190 Vert(TL) -0.00 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a Weight: 8 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation 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 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 joint 3. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard =FL Cert. 6634 — May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS END INCLUDED MITEK REFERENCE PAGE NII-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.Y Applicability of design parametersand proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown ��il is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the �q��p�• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek, kC fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BC51 Buffding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or Spp lumber is s Peclfied, the design values are those effective 06,012012 by ALSO or proposed by SPIEL job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 J4 MONO TRUSS 8 1 ob efe e c o 'o 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 09:54:16 2012 Page 1 ID:PDYLfd 5MdK4MSQTz?ZfRxyuFUH-7VEGItn_HFLyXfpGRUk6VUvM9ZanGvfplfQpPEzGdvr 1-0-0 4-0-0 Scale = 1:11.0 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.03 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 14 lb FT=0% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 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 (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 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-" 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 FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED JHTEKREFERENCE PAGE PRI-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. p Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown i is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the �fliTek erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informa8on available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 3361 D-4115 If Southern Pine SP or SPp lumber is specified, the design values are those effective O&OV2012 by ALSC or proposed by SPIB. Job Truss Truss Type City Ply 62' Grand Carlton III with porch 1M11323 J6 MONO TRUSS 8 1 Job Reference (optional) 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 09:54:17 2012 Page 1 ID:tP6jtz_j7xSx_c fXi4uz9yuFUG-bhoeWDod2ZTp9pOT?CFL2iSOszpy?MvyGJ9MygzGdvq 6-0-0 6-0-0 Scale = 1:14.2 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) -0.07 2-4 >964 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.18 24 >385 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 20lb FT=0 LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 244 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=117/Mechanical, 2=246/0-8-0 (min. 0-1-8), 4=56/Mechanical Max Horz 2=141(LC 8) Max Uplift 3=-144(LC 8), 2=-218(LC 8) Max Grav 3=149(LC 13), 2=289(LC 2), 4=113(LC 3) FORCES (Ib) -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. 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 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 A WARNING - Verify design parameters and RP D NOTES ON 7TIIS AND INCLUDED MITEKREFERENCE PAGE M I-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. g Applicability of design parametersand proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity, of the a y��p•+ erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding I VI YC fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI7 Quality Cdleda, DSB-89 and BCSI Bunding Component 6904 Parke East Blvd. Safety Inlamn on available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Plne SP or SPp lumber is a Irified, the design values are those effective NiOV2012 by ALSC or proposed by SPIB. .lob Truss Truss Type Ply 62' Grand Carlton III with porch J8 MONO TRUSS0 120tyIM11323 1 Job Reference lootionall 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 09:54:17 2012 Page 1 ID:lP6jtzJ7xSx_c fXi4uz9yuFUG-bhoeWDod2ZTp9pOT?CFL2iSUGzwn?MvyGJ9MygzGdvq i -1-0-0 i 8-0-0 1-0-0 8-0-0 3x4 = Scale = 1:17.3 i 8-0-0 a_n_n LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.51 TCDL 7.0 Lumber Increase 1.25 BC 0.30 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC20101TP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 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 (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. DEFL in (loc) I/dell 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 Weight: 26 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer 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 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 203 lb uplift at joint 3 and 250 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 14,21112 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MiTEKREFERENCE 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 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 responsibillity of the �9Y�L�C• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blind. Sa}ety Worm on available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine(Sp or SPp lumber 1 s specified. the design values are those effective 06101/2812 by ALSC or proposed by SPIB. Job Truss Truss Type Ply 62' Grand Carlton III with porch M11323 KJ6 MONO TRUSS �Qty 4 1 Job Reference (Mtiom 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 09:64:17 2012 Page 1 ID:Lcg54J?LuEancmZr4Qb7WMyuFUF-bhoeWDod2ZTp9pOT?CFL2iSXhzwb?F3yGJ9MygzGdvq 7-3-4 Scale = 1:20.3 3x4 = �.... .. 5 3x4 = LOADING (psf) SPACING 2-0-0 CS1 TCLL 20.0 Plates Increase 1.25 TC 0.29 TCDL 7.0 Lumber Increase 1.25 BC 0.31 BCLL 0.0 Rep Stress Incr NO WB 0.50 BCDL 10.0 Code FBC2010/TP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 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 DEFL in (loc) I/defl L/d Vert(LL) -0.06 2-7 >999 360 Vert(TL) -0.15 2-7 >845 240 Horz(TL) 0.02 6 n/a n/a 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 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, B=9)-to-5=-56(F=-18, B=-18) E e * : At' 39380 , ,E f� T E C✓.' LU b s .: lO N t1i'1l11 FL Cert. 6634 May 14,2012 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED hIITEK REFERENCE PAGE P91.7473 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. F Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown IRV ii Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responslbillity, of the �iiT�k� erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quallty 01teda, DSB-89 and BCSI BuBding Component 6964 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 It Southern Pine SP or SPp lumber is specified. the desi n values are those of ective 06,10112012 by ALSC or proposed by SPIB. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y a offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property 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. TOP CHORDS diagonal orX-bracing, is always required. See BCSI. Q1/ n ' c1-2 c2-3 2. Truss bracing must be designed by an engineer. For 16 T 0 WEBS e4 O y � 0 wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. b 3. Never exceed the design loading shown and never dP° U stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c2-8 c6-7 c 6 designer, erection supervisor, property owner and plates 0-144, from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 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 `Plate location details available in MITek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 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 width measured perpendicular 4 x 4 ESR-131 1, ESR-1352, ESR1988 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-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 Southern Pine lumber designations are as follows: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or SYP represents current/old values as published specified. by text in the bracing section of the by AWC in the 2005/2012 NDS SPp represents SPIB proposed values as provided 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing in SPIB submittal to ALSO dated Sept 15, 2011 spacing indicated on design. if indicated. SP represents ALSC approved/new values with effective date of June 1, 2012 14. Bottom chords require lateral bracing at 10 ff. spacing, BEARING (2x4 No 2 and lower grades and smaller sizes), or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings and all MSR/MEL grades 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2012 MiTek6 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 project engineer before use. Industry Standards: s 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. mgar t is not sufficient. BCSI: Building Component Safety Information, p MI 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, t ANSI/TPI 1 Quarity Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 01 /18/2012 TYPE —OF SURVEY: BOUNDARY PLOT PLAN U C TIE IN ' COMPLETED ON: 1 6-29-12 DESCRIPTION: BEING ALL OF 6539 ZAPOTE COURT, OF THE UNRECORDED PLAT OF FAIRWAYS OF ST. LUCIE COUNTY, FLORIDA. ABBREVIATIONS: FFE = FINISHED FLOOR ELEVATION R/W = RIGHT—OF—WAY R = RADIUS OF CURVE L = LENGTH OF CURVE SF = SQUARE FOOT A = DELTA OF CURVE RECEIVED JUL 0 3 2012 PERMITTING St. Lucie County, I">_ S89"38'40"E 109.86' w r L / N 89'36'10"W 110.15' 30 0 15 30 SURVEYORS NOTES: 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE f`i o LOCATED UNLESS OTHERWISE SHOWN. 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. • 12111CO065 J, EFFECTIVE DATE 2-16-12. 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE tntii SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD U ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8 5. BEARINGS SHOWN HEREON ARE. REFERANCED TO THE CENTERLINE OF ZAPOTE COURT HAVING AN ASSUMED BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT OF FAIRWAYS, OF ST. LUCIE COUNY, 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. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. EXISTING J0 4.79N ac N AVERAGE TOP1* '='• OF FORMS , 01' ELEVATION=26.31 1 1.78 ABOVE, EDGE OF PAVEMENT EXISTING PERMIT #.. l Z o - O Z 6 3 C co O 6{O 11.0 0 W 0 I U0 (:D O Oo EL O 32.10 QN O N O SITE BENCKMARK ELEVATION= 24.53 ASSUMED 6539 ZAPOTE COURT LAST FIELD DATE: 6-28-12 SCALE: 1 "=30' ALEXANDER J. PIAZZA PSM, INC. YNCERTIFIED T0: O WYNNE BUILDING CORPOR/�TION ; DATE: 6-29-12 Surveying • Mapping • Consulting DRAWN: CJM 619 SW Biltmore Street ® Port St. Lucie, Florida 34983 I hereby certify that the survey shown here6q is true and JOB NO,; Phone: (772) 340-7770 correct and is based on actuai measeurerrents�token in the FOX• (772) 340-2250 field. This survey meets, the Min,inun Technical Standards �2—�,370 L9#7280 of Chapter 5J-17 Iorida•adni'nistrative ode= DATE: REVISIONS: ALEXAND J. PIAZ Professional Surveyor do Mapper Florida Certificate No.: 6330 K:\BUILDERS\DWG2012\DWG\12-1370.dwg, 6/29/2012 11:4/:59 AM