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HomeMy WebLinkAboutSUBMITTED PAPPERWORKUsE DATSCE-gII�D� Q�1 V _ PLANREVIEW FEE: rRECEEPT NO.: rIqllo a. PIDtM1T NMJBER 1 0,5- 00 y) CONCURRENCYFEE: RECEIPT NO.: CERT.CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENTS !COU TY BUILDING & CODE REGULATIONS DIVISION . 130o Pu�mAvme SCANNED FLPiace,FL349�5652 � BY T12 462-1553 D\E St. Lucie County APPLICATION for BUHMI NG PERMIT lJ CERTMCATE of CAPACITY/ZONING COMPLIANCE ` PROJECT ENFORMATION I. LOCATION/SPfE ADDRESS: 6 5@I elV P IC JQ Fo2� D i eece FL 2. PROJECT NAME: HA jV D2 K6\ UMPLAN.NAW: 3. PROPERTY TAX ID * :S q 0 Z - (00 - 011 "(o - 0 0(0 ` z 4. LEGAL DESCRIPTION (amchextmshe* ffneemaryy): 1V38'tNU ZV&-y- r✓S'ER�C L)+(a ©IK I Bois `Act ku& 3o CRw, 34/IIS B °� l3Nl -2t38� 5. PLAT BOOB. 6. PAGE NO. 7. BLOCK NO. 1 a v 8. LOTNO. AI930 9. PARCEL SEZE (ACRESISQ FT.): �o LOTDAU3NSIONS: 13 f X 3oo 10. COMETS DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: \� A 2��r✓G. e eo a W0 O 5 tulA v ✓ F 11. SMACKS (ACTUAL) FRONT: 2 5 BACK: �_ RIGHT SIDE: �- LEFTSIDE: F 1z TYP—EONs C oN c �;a<eta esil 32 l0.53 f NEW CONSTRUCTION [ ] EXPANSION/ADDITION 11 INIERIOREE NOVATION [ ] RESIDENTIAL MUSTRIAL [ OTMR (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: (oe 14. SQ. FT OF CONSTRUCTION I O a O F� 15. SF. FT 1st FLOOR 16. VALUE OF CONSTRUCTION- S d 31000 o Co @evehmofemooc:nisoaedtDdde®methoamdootofpam@8meto6oasmssed.StladeComlromrvmdiviWtogarsdonn&armoft WimW vlrooFaosaactTan E'itis daomostated Ibatllro ®UmiltadEsams taamt ansiatea va'9� slmifartypas ofaystmadn adiviliec Ifthevdaa isf?JeOaremte,a mWRDEDNalcoofCanmmaem®tnmstbesatmdttdv tkttimmmfflcm m E.CCDV Form Nat 001-02 9�2 1 LL V gL o f L 2j l fy , v WDAMmu slog OWNER INFORMATION: CITY: (QZ" C ICMe. STATE: zIP: PHONE (DAYTIME): Qj Z� I (o Emml- IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL INNANE AND ADDRESS M.OW. FEE SAMPLE TITLEHOLDER: ADDRESS: W" PHONE (DAYTIBM: (—j STATE: CONTRACTOR INFORMATION ST. ofFL REG.CERTt: C G G - (S l - S -� q -BUSINESSNAME: ©De- col-raAe G�( ZIP: ST. LUCIE COUNTY CERT& ` o QUALIFIERS NAME: M A Q F-i C' C® 6) I` &' t I bV fl ADDRESS: R D S(J Ec) �O�C ary.-Vop-i C-xko-k alone STATE: zip: �f�P53 PHONE(DAYTAM: Q12J SIG2'{L4a FAxxo.��2 336-Q3�q Email oueco�Ia�cl�ause2� ARCHIT/EMINEER: Ann)eFss- i 4 & CITY: poi�� Saga, t �c:e STATE: f&D Iv, d Qt ZIP: 3i 9 84 PHONE (DAYTIME); C11D -� 85.E B 88 BONDINGCONPANY• N I� ADDRESS-. CITY: STATE: ZIP: MORTGAGE LENDER:- ADDRESS: CITY: STATE: ZIP: MORTANT NOTICE: When a permit is issued and it is not picked ap within 60 dive after notification it will be voided and returned to you by mail. ; C. VAm.c, CATION: ��' C RT oas as indicated, and to obtain a cortitimte of capacity, This application is haebgmadeto obtain a permit to do thework andi u bag c or to the issuance of pemtit and that all if applicable, for the permitted work. I certify thatno work or iasteRation has commenced tin work win be performed to meet the standards of all laws regulafug contraction ind& jurisdiction. I understand flat separate parents may, be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOB,ERS, BEATERS, TANKS, AND AIR CONDITIONERS, FENCES, RTC., not otherwise_ included wig: this building Permit Mfioatien. St Lucia County makes no rapresantMica that its granting of a permit will authorize the permit holder to bald the subject stracbae which is in conhict wtlb any applicable Homeowner Association sales, bylm or any covenants that may restrict or prohibit =& er's Association and review your deed for any restrictions which may apply. structure. Please consult with your Homeown ro The following building permit applications are mrempt from rude OMB a fill coucmreacy review: room ;additions, accessory strnetrars (aA typ-A swimming Pools, fences, walls, signs, screScrewoms, utddy substations & accessoy uses to soother ooa- residemtial Use. YOURFAILURE TO RECORD ANOTI YOUR�OPERTY A CEM NO ICE OFT u YOUR PAYINGTWICEFOR11M0VEb'lEW _ ONTBEJOBSMEEPOREIM CommENCEMENTMUSTBERECORDEDAND FIRST INSPMCTION. IF YOU INTEND TO OBTAINFINANCIN CONSULTWf1H OUR LENDER. OR AN ATTORNEY MORE RECORDING YOURNOTICE OF ENDS.ORANATTORNEYMORERECORDINGYOURNOTICEOF COMMENCEMENT. . IF IT IS NOTYOURRIOHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHIvMNT: AS ACONDITION OF ISSUANCE OF THIS PERMTT, YOUPAOMISE IN GOOD FAITH TO DgLMA COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY 15 SUBJECT TO ATTACHMENT. NOTICE TO OWNER: NOTICE TO APPLICANT: c OWNER OR CONTRACTOR SIGNATURE STATE OF -COMMOF. The foregobrg insh'®ent wan olonowledgedbde re me thin �a� �—J1--i by 1.oQ� /7EA- �� L>1�14 V � ►}'I_lO l d,O'�C �1 CONTItACfOR SIGNATURE STATE OFFLORIDA COUNTYOF who is personally two= _ or has produced � Gyp V-1�t . D Eo �5 �' ,�,m flan` . The foregoing 1M& m mtwas acl nowledggd be -fare methls,,� daY� � • ; . who is personaklmown _ or has r'rA1 cV1n?C SigeatmeofNam ---___�_-- ;;;F'"I'Q•., DAWN MILONE Cpmml35lon ...• z•.:�. -R courmwen No. = lot \�w7.7"APAISSIDN u OD 8525?7 EY.PIRES Nf7 urch'12. 2013 EnoW Thu Nuta Public llrkgwltm NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR TBM BUILDING PERMIT AS AN OWNERIBUB,DER, TIM OWNER MUST PERSONALLY APlEARTO SIGN , LMIM ON THE TOIS OWNERPBUHAERNAFFIDAVTTWILLBEREQUIRZO IN THE OFFICE FOR ALLOWNEBIBURDERTTAIPLICANTS For specific instructions see appropriate permit checklist. USE ONLY Bfk- 1105-0� °00 11 TOWNSSII� � RANGB !1 MAPNO.LANDUSE LOTCVG% TAZNO. ROMCE,USE XFRIMMAP# % l IsrFMELV MAXHGT OOCUP TYPE MAXOCm #OFFLRSSEWm SPRR� STOM WATERU90FUC A9ff111990 LOTSPLIT REQURIED LOT SPLIT APPROVED REPORT CODE % HABITABLE AREA RADON FEE PERMIT FEE LIBRARY D&ACT m NMUCBLD MACf FEE CORRECTION LD IMPACT ' SAL PARKS FRACT — FEE SCHOOL IMPACT FEE ROAD BRACE FEE CREDIT Y N LAW ENF IMPACT FEE' FIREJEMS IMPACT FEE DRIVEWAY REQUIRED Y N DRIVEWAY FEE ADM OTRAMB VARIANCE FEE SPECIFY SUBS REQUIRED MECHANICm. — ROOF ✓ MEET GAS _' PLUMBING — NQN-CONFORMING .LOTOFRECORD FEES bWAMANBOUS FEES DATE SENT To ADDRESSING. —% .REVIEWS FRONT COUNM ZONMG REVIEW SUPERVISOR. REVIEW PLANS REMW VEGETATION REVIEW SEATIMM REVI6w MANGROVE REVIEW DME RECEIVED REC�V®DAM 5113` 1 METED B umus May 26, 2001 St. Lucie County Public Works Building & Zoning Division Permits 2300 Virginia Avenue Ft. Pierce, FL34982-5652 Project: Building Permit The above permit number is for my residence at 6001 Silver Oak Drive in Ft. Pierce, FL I delivered a set of survey for my property yesterday showing existing buildings and a proposed three car garage. The surveyor erroneously put the finished floor elevation at eighteen inches above the crown of the road when it should actually have read elevation 101.67. I spoke with Mr. Dave Johnson yesterday at 1:05, who then transferred me to Lydia. She explained to me that the eighteen inches above the crown of the road only applies to inhabited structures, and in lieu of having another set of drawings created, I could simply submit a letter stating the actual intended finished floor elevation. So for the record, the finished floor elevation of the proposed garage is 101.67. If you have any questions, please call me at 772-528-2150. Thank you Brad Macek 191 C- v �1 oa , 3 � a � � eJ o � 0 2 o T� 3 `l COMEX Sr- 6'a� 53799893 Plant: Begin Loading: To Job: Arrive Job: Start. Unload:_ Finish:Unload;: Leave Job: Return. Plant: Cust.o�m.e- rCIe.�CustVQ7 Ver Project Code: Project Name: Tick t Date..- 1 Dell, AVTss Delitery!nsirpction5:,i. � -, l..! .{ CuslomerJob Number. Order CCpotle/Date:. ProjectPO:. Number. Order P.O. Number. , _1 i4,. Map Page:7c Map/Row/Column:1l^ ;. Disportcpef 'Ticket Number: - Due;Ori3a6:y'r Slump: f){) Truck Nl)mbeerutt. )[taDriver Numiter;1t i Dwgp/ ffdlr f3171'r A t� End. Use: BL,L/I'•I'..» ft_) 1 `i!'{F LOAD CUMULATNE I ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITYQUANTITY 4 1 iC, it'--- 'tJ, ,IQ 20.01 i L�)�'649 ,ii.)i iC ='EG w Uf) 7.' '?;y F'{'dV I Fi Ji�F %!T, (11. C'rIRE ." Driver WATERADDED:. GAL.. YARDS IN DRUM: WHEN ADDED. / + ( SIGNATURE' LINE CROSSED AT OWNERS/AGENT'S REQUEST: SIGNATURE ] LOAD WAS TESTED BY: Notice; Our drivers will make every -effort to place materials where the customer designates; but Company assumes no responsibility for damages inside curb or property line. Customer agrees to terms of sale and delivery and accepts concrete as is:. Due to' important factors whichere out control after delivery, this Company will not acceptant' responsibilityfor the finished results. Nocredi returned concrete. Buyers exceptions and claims shall be deemed waived unless made tows in wr within one business day after the. receipt of materials.. PRF.:°' TRi * .iac'r2534 68UNIVERSAL This Delivery Ticket incorporates herein by reference Buyer's previously executed CrP,I;< Application, if any, Seller's Standard Terms and Conditions, Seller's Quotation, y, and Seller's Order Confirmation (met a limitations of warranties), as if fully set forth on this Delivery Ticket ("Agreemc:.. ;. Seller will provide the Standard Terms n, . :onditions 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. AUkjKEUAlk, / LL1V1L'IV 1 / UU1V(, lKhIL1"MUllUk 13 / IrLY AJtl Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type 1P), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: -- -Freshly mixed -wet cement and/or-fly--ash-can cause_eye.irritation,.skin_and eye -burns and.atlergic 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 bums 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 at comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier termino estdndar, conditions del vendedor, propuestas del vendedor y orden de confirmation del vendedor (con limitations y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveerd los t6mimos estandares y conditions detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mistnos ya antes mencionados y que ]as cantidades ymateriales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo at contrato: at menos que se identi- fique con una nota at frente de este documento. AGREGADON / C;L+MEi'N'1'U / YKODUU'YOS UE UUNC;KKYO / C:ENILAS VULAN1'ES Los productos de agregados son materiales naturaley como piectra caliza. dolomita, granite, roca volcanica, arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo 1P), azulejo de azotea y estuco. Los productos de concreto incluyen cemento -Pbrtland y productos de agregados como piedra caliza, dolomita, granite, roca volcanica, arena, grava, y otros materiales silic' ,� tos productos incluyen cenizas volantes (fly ash) ]a coal puede contener rods de 0.025%de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritation en los ojos, quemaduras en pie] y ojos, y reactions alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritacion en los ojos, pie] y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, come y/o perforaci6n puede contener materiales silicon, los cuales pueden causar silicosis pulmonai Y cancer si son inhalados. En caso de set ingeridos, mantenerse en temperatura ealida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberation del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritation o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente at medico. El riesgo en la salud depende en la dnraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto pplongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para. protecci6n. LSvese las manor con ja `nsuave y agua despues del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de los limites re,.omendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en losiojos, ir.1nediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. S=. kct cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. ACUda a atenci6n medica inmediatameme sr la irritaci6n continua. CEMEX 920 Memorial City Way, Ste. 100 V5 c .inbinado Houston, Texas 77024 Para mas informaci6n visita www.cemexusa.com. TERMITE PRETREAT SPECIALIST!' / ����bb �b 86-y-PRE-TREAT to 1-S00-DILIGENT FAX SePretr-0311 TermitePretreat.com State License 150612 rROL Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.2.6 and Broward Comfy Chapter FBC 105.2.2) PEST PREVENTION I LAWN & ORNAMENTAL CARE I TERMITE SERVICES I MOSQUITO ABATEMENT I RODENT EXCLUSION & REMOVAL SERVICE ORDER NUMBER SERVICE DATE - TIME 9 O O WEATHER CONDITIONS DEVELOP NT NAME (PROJECT) CONTRACTOR'S NAME CONTACT PERSON odz' 69A1577 s" wc,E STRUCTURE ADDRESS (LOT/BLOCK) CITY, STATE, ZIP CODE COUNTY A0o 1 Sr V 64 o /t' ./3R �0 &54 s'6 --G CONTACT PHONE NUMBER I NOTES �z Sr -2yY Lj/'7 A�/Z G(Jo2) 42�i TREATMENT TYPE/AREA ❑ FLOATING ❑ MONOLITHIC ❑ PATIO 1D GARAGE ❑ DRIVEWAY ❑ STEM WALL ❑ ADDITION ❑ CUTOUTS ❑ FOOTERS ❑ FRONT ENTRY ❑ EXTERIOR PERIMETER FOR RENEWAL ❑ OTHER TREATMENTTYPE ❑ TAMP & TREAT EAT ONLY ❑ FINAL PRODUCT BASELINE ❑ PROBUILD TC ❑DRAGNET ACTIVE INGREDIENT CONCENTRATION ❑ RETREAT ❑ BORA CARE TREATMENT ❑ BAIT STATION ❑ DEMON TO ❑ TERMIDOR TO ❑ BORACARE ❑ OTHER 0.06% 0.12% 0.25% 13.5% 0.23% ❑ OTHER _ GALLONS APPLIED SQUARE FOOTAGE M/ /'/r LINEAR FOOTAGE ❑ YES ❑ NO ❑ MEASURED OR VERIFIED PER PLANS JOB READY CONDITIONS MET ❑ YES ❑ NO DETAILS PND PESTC I— t21 Q-P A 0,o As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordan s and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) e !!�-' S; Vy® 9 If this notice is for the final exterior treatment, initial and date this line 2011 FINALSTICKER O ELECTRICAL PANEL ❑ WATER HEATER OTHER •1 5 P uUlic rW��in Y, T. Payment Terms: Customer's payment In full Is due at time of Initial service. Customer agrees that a finance charge In the am ,tilrr�per mount will be assessed on all unpaid balances that are not satisfied by the due date. In the event a collection Process becomes In to recover an unpaid balance the following fees will be assessed Including but not limited to: collection service fas, attorney% fee, finance charges and non -sufficient funds payment fee. ee. Customer will be r/e7nsfble for payinessodyeted with any collection process, /Date Applicator (Diligent Lawn and Pest Control, Inc.) Date Customer (Property Owner or Agent) Tj N® a 1-800-DILIGENT 800Diligent.com Corporate 3100 NW Boca Raton Blvd. I Suite 107 1 Boca Raton, Florida 33431 1 800.487.8190 0hh p�fJ� 0t p) u "U H r KS1V1 /: _;Ls-66g0 K19LLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmongineering.net MELBOURNE (321) 768-8488 FAX (561) 845-BB76 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5893 FAX (772) 569-6469 June 14, 2011 One Construction Services 3437 SW Europe St. Port St. Lucie, FL. 34953 Re: 6001 Silver Oak Dr. Ft. Pierce, Florida Permit #: SLC 11050080 KSM Project 110675-1d Dear Sir: Enclosed, please find the nuclear density test results performed on the detached garage at the above referenced project. Should you t✓a E. please feel free to call. Fax to: St Lucie County Building Department Fax to: 772-336-9379 JEK/Ics nEco JUN 17 2011 Public Wor% St. Lucie Cov113. " Ronald G. Keller, P.E.: 37293/SI Lic, No.: 860 / Julie E. Keller. P.E.: 68366 2011-06-15 15:39 7725896469 Page 1 c,w iw wu a. -r. �.. r raw �ovw n. a.rr. a_n�a. rrwr= aar w KSM •KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH 845-7446 WWW ksmengineering net MEL13OURNE (321) 768-8488 FAX (56845-8878876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229.9093 C.A.: 5693 FAX (772) 589-6469 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: June 13, 2011 KSM JOB #: 110675-1p PERMIT #: SLC 11050080 CONTRACTOR: One Construction Services JOB LOCATION: 6001 Silver Oak Dr. Ft. Pierce, Florida 112r---T—"-1----r ---r---T----) I I I I I I I I 1 I I I I I I I I I I I I p I 1 I I I I I 0 I I I I I I a I I I I I I = 109 --- --- I--------T-- — � 1 I I I I I I I I I I I ) 108a----1_—_�____I____L___ I I I I I I ) I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I 106i----i---------------�---� 9 10 11 12 13 14 15 Moisture - Percent of Dry Weight Soil Description: Brown and Gray Sand Max- Dry Density: 110.1 P.C.F. Optimum Moisture: 12.2 Percent Julie E. Keller, P.E. President Ronald G. Keller, RE: 37293 / SI Lic. No.: 860 / Julie E. Keller, RE.: 68366 2011-06-15 15:41 7725896469 Page 3 v.+. ---- ----- ..------- f�..7.1". L14• rF1VG VL/V.J .KS M AELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. PALM BEACH (561) 845-7445 PO' BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 FAX (581) 845-8876 www.kSMertglneering.net MELBOURNE (321) 768-8488 C.A.: 5693 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229.9093 FAX (772)589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: June 13, 2011 KSM JOB #: 110675-1d/ES/las PERMITA SLC 11050080 CONTRACTOR: One Construction Services JOB LOCATION: 6001 Silver Oak Dr. Ft. Pierce, Florida MATERIAL: Brown and Gray Sand ITEM TESTED: Compacted Foundation Fill for Detached Garage TEST LOCATION - DEPTH MOTS- PEN - ' 'PERCENT OF SAMPLE DRY MAAX.^DRY - TURE READ DENSITY PROCTOR COMPACTION ---------------------------------- _ VALUE 1. N.E. 0"-12" 6.4 40 106.3 110.196.5 2. N.W. 40 107.1 ° 97.3 3. S.W. " 36 105.9 96.2 4. S.E. 42 106.6 96.8 Ronald G. Keller, RE.: 37293 / SI Lic. No.: 860 / Julie E. Keller. PE: 68366 2011-06-15 15:40 7725896469 Page 2 06/14/2011 21:14 7725896dF9 K.S.M.ENG. _ PAGE 01/03 it 1.J M KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (7721589-0712 PALM BEACH (561) 845-7445 www.ksmangineering.net MELBOURNE (321) 768-8488 FAX (561) 845.8876 E-Mail: KSM®KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6409 June 14, 2011 One Construction Services 3437 SW Europe St. Port St, Lucie, FL. 34953 Re: 8001 Silver Oak Dr. Ft. Pierce, Florida Permit #: SLC 1.1it5rrrrROti KSM Project#: 110675-1d Dear Sir: Enclosed, please find the nuclear density test results performed on the detached garage at the above referenced project. Should you_11ghw rvp W-stions, please feel free to call. N° : LU Fax to: St Lucie County Building Department Fax to: 772-336-9379 JEKllcs ��C;eJNJS® j1p 1 2011 .•-ie Cor.�nGy, FL Ranald G. Keller, P E :37293 / SI Li0. No.: 860 / Julie E. Keller, P.E.: 68365 06/14/2011 21:14 772589c^a9 K.S.M.ENG. PAGE 02/03 KSM KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-84M FAX (561) 845.8876 E-Mail: KSMPKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6459 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: June 13, 2011 KSM JOB A 110675-1dlES11cs PERMIT& SLC 11050080 CONTRACTOR: One Construction Services JOB LOCATION: 6001 Silver Oak Dr. Ft. Pierce, Florida MATERIAL: Brown and Gray Sand ITEM TESTED: Compacted Foundation Fill for Detached Garage - TEST LOCATION -------------------------------------- DEPTH - MOIS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION -VALUE ---- ----_ 1. N.E. 0" — 12" 6.4 40 106.3 110.1 96.5 2. N.W. 40 107.1 " 97.3 3. S.W. 36 105.9 96.2 4. S.E. 42 106.6 96.8 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 06/14/2011 21:14 772560,"cg K.S.M.ENG. PAGE 03/03 KS.M KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337.7756 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) $45-8876 E-Mail: KSM®KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-5469 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED PERMIT #: CONTRACTOR: JOB LOCATION: R. O Soil Description: Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. President June 13, 2011 SLC 11050080 One Construction Services 6001 Silver Oak Dr. Ft. Pierce, Florida KSM JOB #: 110675-1p 112T- T----1----I----r---T---, I I I I I I I I I I I I I I 111----1----1----I----)----1---J I I I I 1 I I I I I I 1 I I 1 I I I I I I 110-----+-----I--- --—i-———- —— —- i I I I I I I I I I I I I I 109 � --- I I I --- ---- I I -- I ---^I I I I I I I I 1 I I 1 I I 108J-----I----1----�___ ----1 I I I I I I I I I I I I 1 I I I I I I I I 107-r--- (----I--------r--- r----1 I I I I I I I I I I I I I I 106�----- �—------)--------� 10 11 12 13 14 15 Moisture - Percent of Dry Weight Brown and Gray Sand 110.1 P.C.F. 12.2 Percent Ronald G. Keller, PE.: 37293 / 81 Lie. No.: 860 / Julie E. Keller. P.E.: 68366 0 ZU11-Ub-]U 1Z:3U Une Lonstruction Ser 772-338-93/9 >> /1Z96ki9 P 2/2 PLANNING DUELOPIi1ENT SERVICES DEPARTMENT BUUMWG,& CODE REGULATIONS.DIVLSION eflffAMPERrar . tiUBCDIY!'RACI�oRAt;RB[+d►QNf ' .... . � .-.•.Stiiieiet'amry�wh�etarCaN5o�6mNom6ar Shdoef7'to �emm M=bwofq*"a C CICC F, V ki"C,/-1�1; � Y caagreedtobethe icsyNsmeRcdfL3daitN®e) -. _ a _._ . FOmF%� sub:wnttaefnrfor ON•E COL6.7yivr 7laN SpRUICTS. �P (Iypo Of.'Itade) tlmtraaar) .......... ..... ..... .. fott�emnierl.4�raten �tT6 v.FJ �: �. .�-T-'Lrr� 9• r�-tc=:�-.•�i�_—'...:.. `-.-.. �::;:;.: . ..(PiiojaU'96adAdBen-arAggtyTccIDlf) — - . It is understood thA ifthemlis. smy chop ofBto w kWi.gg our participation wlt6.the Above menNoaed projec41 yrlll immediately ndvitq the BuNlog and Zonigg Ddpmtmem ofSLLucia County byPmoullyfiring aChmpofCowreeto notin (ppo�m =my ato.00t.00) . _BUSENnSQUAIC.IPIER(tymeofdtelu&vi8rl•ds�nm�eCmhacmPiLiomee). ORI R7?Q1JIkED ts, V- I�ShA�y LgA 1)A7lOb t�'11 T PmNiNAM4+ &roles -, D �O 'CAI w C, � K C eddy= 7 32:: 10-i_ cstiisep ... C.iJ lei • K �", S70 y thou« .. - SeS1.6��;-131 'ebugc�! rOo��N9\�.6vil�-l�-�ett��C6w, J - - - PLANNING & DEVELOPMENT SERVICES DIVISION • BUILDING & CODE REGULATIONS DIVISION 2300 Vuginie Ave Fort Pierce, FL 34982 lop BUILDING PERMIT ------ - .._SUB,GONTRACI'OR S[Thll1TARY_..---- u E - W 051 Qlie � l04i- - �() IDS willbe using the.following sub-cantractors for the (t b �p'aily/Individusl Name) - - (Street addrtsmor Properly Tax ID It is understood that if there is any change of status regarding the participation of any of the subcontractors listed below, I will immediatelyadvise the Building and Zoning Department of St. Lucie County. _ St Lucie County/ ''"" State'bfPltirida-` License Number 4" Trade - Natiie of CompanCoutractor -' Electrical Plumbing HVAC/ Mechanical IV I Roofmg � � �� � � �• CCC [32 Gas Jun Au it uo:Ycp Jose u. 5aaveora-ric�onu p.i 2011.06-1012:30 One Constructior 772-336-9379 >> 7129689 P 2/2 PLANNING & DEVELOPMENT SRAViCES DEPARTMENT BUUAWG & CODE REGUL MNS.DWWON . aYfit�NRiGiBwh[r SUBmCONMACIORAMMMM _......SLLueiei.',mry£oahtrwrCati6w6aallombar . styteatWeda�QetifK+almwmaarphp ex LG�- C3250N i SbEr have z __ .._ . ��• -� .�N � 1'v�C .,l �f,� ve apeai to be die (C.oID WN,aa7 Zoo *AA selteonhador for _ (llpoot'Dade) pVl�ttyCmh,dor) - __.._�..forte (Pl od'MYrodAd3aeerFgoly]DO) - It is uode+s0ood thtt, tffbeic is.+nY ergo offs tap�rdiog oia paetioipation wlth.tLe above mentioned pmojeet, I WW bomediately &dviee Ow 990diog atoll 7on-mg Dcpartmeat ofS6 Lade Cowry by patsonaUy 51mS a Cbeaga ofCo idol mtiee (Porn a amv No.004-0D) ' -SUSII MQUAUTM Ryomdew7aA.;dart,�nma,ecmeaomr,t6amej OR[i • IA RP.Qumm bf St PRDt[NAt ' ++ DATE A &m 32 rieL-i aka �� yo y Fhmcc S6 am dP-0c;-it4 ix``will Cb". OFFICE USE MY- au .m J' 2011-06-10 12:36 7129889 Page 1 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3599965 OR HOCr" '100 PAGE 751, Recorded 06/10/2011 ai *:26 PM The undersigned hereby given notice that iminoverend will be made to certain real property, and in eaotdwoe with Chapter 713, Florida s abrics the following information is provided in the Naha ofcnmmvoeattment n 1. DESCREMON OFP OPERTY(Legal description and atrat address) TAX FOLIO NUMDER jL/9o7'6 SUBDI loN ZILF BLOCK_LE_TRACT_LOTII_2_BIAO UNLT 2. GENERAL C. interest in property O Lq C r d. Name and address of fee simple tideholder(ifother 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 1—U 6.LENDER'S NAME, ADDRESS AND PHONE NUMBER: !v/A 7. Persons within the State of Florida designated by Owner upon whom notices or otherdoomrtems may be served ao provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER S. In addition to himself or herself, Owner dengroun the following to receive e,eopy of the Lienor's Notice as provided in Section 713.13 (I)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiation date is 1 year from the data oftaording unless a different date is spevified) � 20_. Signature of Owner or L. Owner's Authorized OiRcer(Direetor/Parmer/Manager Sun. ofFlosida CcunryofSvy.�c•. 4_ The foregoing instrument was acknowledged before me this 2day of R y .20 k I (Nameofperson) I (type of outhority...e.g. Owner, officer, trustee, enomry in Fact) For �- Cal_ F (Na ofpartyonbehalfofwhominstrmnentwaan ted) Penonelly Known orproduced the following type of ID:_ / ULLIAN N.. RODRIGUEZ ^ILL,r}N M, n Jl4E L[i / „i /v-�M1aZe ram <+. �'-9UC (PrintedName of Notary Public) We fa Notary Publie) O� cm,0r 095765OA fomrN/ O�sDr�5r6�7651 Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to the best Itn0F01d'-074 belief(scction 9L525, Florida Statutes). Slgna e(s)ofOr eIX or Owner(s)1 Authorized Officer(Director/Parmediduager who signed above: By. BY v.worummrrywi%W ' STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CARRECTCOPY OFTHE CLERK By: Date: ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT the undersigned, am the owner of the followy described pro,perty: L6,ts���i (Tax ID/Legal descriptionlAddress) ( 60 r 06 k Vt. " P. for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number 11 A$-Oe8 0, I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. R,& c/VNMjLtek. Property Owner Name Property STATE OF FLORIDA, COUNTY OF J` Ly G 4 s-a 11-i1 Signature Date ACKNOWLEDGED BEFORE ME THIS o� DAY OF(Y' ft�l ,201 1 By DfZ..AyLE�M�C�1= WHO IS PERSONALLY KNOWN TOMEOR WHO HAS PRODUCED AS IDENTIFICATION. r LL i.v r✓ m , �f o DR-/ G 1,16 Z SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (SEAT.) NOTARY P��C TITLE COMMISSION NUMBER AN M. RCDRIGUE,Z NOTARY PUBLIC 37ATE OF FLORIDA CaMm� D09S7652 P1r S 3/3/2014 BOARD OF COUNTY " ` w4'` PLANNING & DEVELOPMENT COMMISSIONERS t SERVICES DEPARTMENT If 0 D BUILDING & CODE REGULATION DIVISION FAX COVER SHEET FAX #: (772) 462-6448 PHONE #: (772) 462-1553 DATE: 1131 I I NO. OF PAGES INCL. COVER: TO: One Cw5Lmcc lion SBCU]LL' Cote - ATTN: 0_01; SENDER: Lydia Galbraith PHONE #: 462-1555 Planning & Development Services Building & Code Regulation Division Review Comments 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Page 1 PROPERTY INFORMATION Address: 6001 SILVER OAK DR CityI State I Zip: FORT PIERCE Parcel#: 3402-607-0116-00012 Zoning: RS-3 APPLICATION INFORMATION Permit Number: 1105-0080 Activity Type: Other Permit Type: Building (Miscellaneous) FLFL 34982 Jurisdiction: St. Lucie County Lot#: 29 Block: 18 CONTRACTOR INFORMATION Contractor Name: MAURICIO ORELLANA Business Name: ONE CONSTRUCTION SERVICES CORP. Business Addr: 3437 SW EUROPE ST. Owner(s): Bradely E Macek Charlotte L Macek Application Type: Building Permit w/o subs Other Activity: DETACHED GARAGE Stories: 1 Automatic Sprinkler System? City / State / Zil PORT ST. LUCIE, FL 3495 REVIEWS AND COMMENTS Review Type Status Reviewed By Documents Missing Pending Dawn Milone 05/05/2011 1 05/05/2011 2 Front Counter Review Fax Number 772-336-9379 Date Started Date Complete Date Released 05105/2011 Comment PLEASE PROVIDE A RECORDED NOC AT TIME OF PICK UP. Comment PLEASE PROVIDE A FILLED LAND AFF. AT TIME OF PICK UP Complete To Be Reviewed by Zoning Complete Dawn Milone 05105/2011 05/05/2011 05/13/2011 Zoning Review Incomplete Lydia Galbraith 05/1312011 05/13/2011 1 Comment PLEASE PROVIDE 2 UPDATED,SIGNED AND SEALED SURVEYS SHOWING THE EXISTING STRUCTURES AND THE PROPOSED STRUCTURE WITH ALL SETBACK ETC. AN UPDATED SURVEY IS REQUIRED WHEN THE VALUE OF CONSTRUCTION IS GOING OVER $10,000.00 SEE ALSO OUR CHECKLIST FOR RESIDENTIAL CONSTRUCTION. 05/13/2011 2 Comment PLEASE PROVIDE A ROOF SUB AGREEMENT AND A SUB SUMMARY SHEET. 05/13/2011 3 Comment IS THERE GOING TO BE ELECTRIC IN THE GARAGE? IF SO PLEASE PROVIDE AN ELECTRICAL SUB AGREEMENT. Planning & Development Services Building& Code Regulation Division Review Comments 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Page 2 RFFI F .TTHF 7nNING RFVIFW- THE PI At EXAMINER MIGHT HAVE ADDITIONAL COMMENTS. TRANSMISSION VERIFICATION REPORT TIME : 05/11/2011 10:52 NAME : SLC CODE COMP FAX : 7724626448 TEL : 7724622963 SER.# : BROE5J278861 DATEJIME 05/11 10:51 FAX NO./NAME 93369379 DURATION 00:00:38 PAGE(S) 03 RESULT OK MODE STANDARD ECM BOARD OF COUNTY COMMISSIONERS PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATION DIVISION FAX COVER SHEET FAX #: (772) 462-6448 PHONE #: (772) 462-1553 DATE: 51131 I NO. OF PAGES INCL. COVER: TO: One Cwi*r-uj,6on Socoiw Gate-,.�,_, ATTN: RE: I I C o Bn SENDER: Lydia Galbraith COM PHONE #: 462-1555 �J Property Appraiser - St.Lucie County, FL Page 1 of 1 PROPERTY RECORD CARD Bradely E Macek Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification r Site Address: 6001 SILVER OAK DR ParcellD: 3402-607-0116-000-2 Secrrown/Range: 11 :36S :40E Account #: 37058 0 Map to: 34/11S Land Use: SF Res I Zoning: RS-3 City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner. Bradely E Macek Charlotte L Macek INDIAN RIVER ESTATES -UNIT 6-BLK 18 LOTS 29 AND 30 (MAP Address: 6001 Silver Oak Or 34/11S) (OR 1341-2138) Fort Pierce FL 34982 Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 164300 Land Value: 29700 Acres: 0.91 11/1/2000 14500 00 WD 1341 / 2138 Assessed: 164300 Building Value: 134600 4/1/1980 7500 02 CV 0332 / 0530 Ag.Credit: 0 Finished Area: 2122 SgFt Exempt: 50000 Taxable: 114300 Taxes: 2580.06 oo�'m n�i L amo BUILDING Exterior Features View: - RoofCover: ExtType: HB - HB YearBlt: Grade: B - B EffYrBlt StoryHght: 0010-1 Story No.Units: Interior Features Bed Rooms: 3 Elechic: FullBath: 2 HeatType: 1/2Bath: 0 HeatFuel: %A/C: 100 %Heated: Special Features and Yard Items Type Y/S Cry. Units Qua]. Cond. YrBlt. ENC2 - POOL ENC-AVG Y 1 1202 AV AV 2001 SWAV - RES POOL AVG Y 1 280 AV AV 2001 PA01 - POOL DK-AVG Y 1 922 AV AV 2001 DWC- Driv-Concrel Y 1 600 AV AV 2001 SD - Dim Shingle RoofStruct: HP - Hip 2001 Frame: - 2001 PrimeWall: BS - CB Stucco 1 SecWall: - MX-MAXIMUM PrmintWall: DW- Drywall FHA - FrcdHotAir AvgHt/FI: ELEC- Electric Prm.Flors: CT -Tile-Ceramic 100 %Sprinkled: 0 Land Information No. Land Use Type Measure Depth 1 0100-SF Res BI -Front Ft 132 300 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/pre.asp?prclid=340260701160002 5/5/2011 co Important Notice: If visually graded lumber is used for the trusses covered by these designs, see "SPIB Important Notice, Dated July 28, 2010" (reprinted at www.mii.com) before use. MiTek does not warrant third -party lumber design values. POWER 7O PERFORM. RE: 70058 - Macek Garage MiTek Industries, Inc. . 6904 Parke East Blvd. Site Information: Tampa, FL 33610-4115 Customer Info: One Construction Service Project Name: Macek Garage Model: 6t/Block: Subdivision: Address: n/a City: 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: FBC2007lTP12002 Design Program: MiTek 20/20 7.1 Wind Code: ASCE 7-05 Wind Speed: 140 mph Floor Load: N/A psf Roof Load: 37.0 psf This package includes 10 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T4068419 1A1 5/3/011 2 I T4068420 I A2 1 5/3/011 3 I T4068421 I A3 1 5/3/011 4 I T4069422 _,I A 1 5/3/011 5 I T4068423 I GRA 1 5/3/011 6 I 14068424 I J 1 5/3/011 I7 I T4068425 I J3 1 5/3/011 �8 I T40§8426 I J5 1 5/3/011 9 I T406842728 J7 1 5/3/011 10 T40684 1 KJ7 1 5/3/011 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin 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. PAUL WELCH INC. MECH-ELECT-CIVIL ENG 1984 BILTMORE ST. #114 PORT ST. LUCIE, FL 349H PAUL WELCH, P.E. FLA REG NO 29M MAY 4 4 2011 FZ4:�V14—W o N Ly Er= ILE - 1 %% vP UINr`�F4,�, 1,' No 6818 9 STATE F 4�c�l o R FL Cert. 6634 May 3,2011 Velez, Joaquin 1 of 1 Job Truss Truss Type Oty Ply Macek Garage T4068419 70058 Al HIP 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue May 03 14:25:19 2011 Page .22-00 6-103 71-00 19.00 I 2&1-13 30.0-0 32-M 2.O-0 6-103 47-13 8-0-0 4-1-13 6-103 2-0O Scale = 1:56.0 6x6MIIM5% 48 M1120= 4 5 5.00 12 2x3 Ml120J 2x3 M11204 3 6 2 7 �1 a Ia 10 3x8 M1120% 11 3x6 M1120= 9 3x8 M1120� 3x6 MII20= 3x4 MII20= 11-0-0 19.0.0 30.00 11-0-0 l a4P0 11-00 Plate Offsets X 2:0-3-00-1-8 5:G-5-40-24 :0-3-00-1-e LOADING(psf) SPACING 2.0.0 CSI DEFL in (roc) Vdefl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Ven(LL) -0.30 7-9 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 Sc 0.60 Ven(TL) -0.78 7-9 >450 240 BCLL 0.0 Rep Stress Inor YES WB 0.14 HOR(IL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2007ITP12002 (Matrix) Weight: 139lb LUMBER BRACING TOP CHORD 2 X4 SYP M 30 TOP CHORD Structural wood sheathing directlyapplied or4-8-11 oc purlins. BOTCHORD 2X4 SYP M30 BOTCHORD Rigid ceiling directly applied or 8-10-5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-11 MiTek recommends that Stabilizers and required cross b-omg be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1211/0-8-0, 7=1211/0-8-0 Max Horz2=136(LC 5) Max Upl'd12=-608(LC 5), 7=-608(LC 6) FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. TOP CHORD 2-3=-2096/830, 3-4=1810/757, 4-5=-16461737, 5-6=-18091757, 6.7=-2096/830 BOT CHORD 2-11=-681/1857, 9-11= 537/1646, 7-9_ 667/1857 WEBS 3-11= 267/265, 4-11=-65/437, 5-9=-83/437, 6-9=-267/265 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05;140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=13ft; Cat. II; Exp B; enclosed; MWFRS (low-rise); Lumber `%J111111 rrrr DOL=1.33 plate grip DOL=1.33 r/ IN 3) Provide adequate drainage to prevent water pending. �.< i' 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ``�\� �� G E N ... ••F �: ' SAC'•? 5) • Thus truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit : y �� between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at = joint(s) except Qt=lb) 2=608. N 68182 LOAD CASE(S) Standard ; no i9 T F �O.•SF %% rnnnllA FL Cert. 6634 May 3,20 Q WARNING-Vegy deign patmreetm ondRP1D NOTIBS ON3ilI6 AlID INCLUDSO/IIiSKRBPfiRPNCS PAGE bIIf 74TJ rcu.10.1O8 aSFOR6 true Ded0n valid for use only with Mnek covneators Tire designIsbased only upon porametersshov and h for an hoviduol bAd'hg component. �� Applicabilityofdedgnpanamentemandproper Incorporationofcomponent LsresporwbOHyofbuOdtrlgde finer-notlnasdeegner.&acingdrown bforldetdv-ppodofm ividuatwebmemb MOriy. AddfflomllempomryUac4gtoinv.sest Onytl,mgco#Lh lonutheresponsmiliryofthe erector. Addmonalpennanent&achgoflheoverall*h"e6lheresponvbOHyofthebrOdingdedgner. For general guidance regarding MiTek' fabdcaHom quality control, storage, delivery, enaction and txachg coredt ANSI/TP11 Quality Criteria, DSB-89 and BC81 Buiding Component seal Parke East BW. Safety Information available from Tors Plate h5lHate, 781 N. Lee Sheet, Suite 312. Nmandda VA 22314. Tampa, FL 336104115 Job Truss Truss Type Oly Ply Macek Geroge T406842 70059 A2 HIP 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue May 0314:25:21 2011 Page 0 7-7-13 70I 22-0 30P32-0-0 -0-0 I I 7-7-13 2-0-0-2200 5..3 I 413 Scale=1:5eO 4x5 M1120i 4x5 MII20-' 5.00 12 5 6 3x4 M1120G 3x4 M1120—' 3x6 M11204 7 3x6 MI120c, 4 3 8 2 8 d111 lol101g 13 3x5 M1120-- 15 14 12 11 3x5 M1120Q 2x3 M1120 11 3x6 M1120= 3x4 M1120= 2x3 M1120 11 3x4 M1120= 7-7-13 700 0 2234 o 7-7-13 SI 5 7-7-13 Plate Offsets X 2:0-3-00-1-8 g:0-3-00-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (too) Vdefi L/d PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.18 11-12 >999 360 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC OA3 Vert(TL)-0.3111-12 >999 240 BOLL 0.0 Rep Stress Ina YES WB OA2 HOrz(TL) 0.10 9 Na n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 141 Its LUMBER BRACING TOP CHORD 2 X4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc puffins. BOT CHORD 2 X4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1286/0-8-0, 9=128610-8-0 Max Horz2=-152(LC 6) Max Uplift2=-629(LC 5), 9=-629(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-23141793, 4-5=-1789/634, 5.6=-1606/618, 6-7= 1789/634, 7-9=-2314/794 BOT CHORD 2-15=711/2045, 14-15=-711/2045,12-14=-400/1606, 11-12= 584/2045, 9-11=-584/2045 WEBS 4-15=0/285,4-14_ 596/364,5-14=-112/427,6-12=-112/427,7-12=-596/365,7-11=0/285 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL11.2psf; BCDL=3.Opsf; h=13ft; Cat, 11; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 1 1 f 1 r r rrrrlr 3) Provide adequate drainage to prevent water ponding.\�11 IN 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�%% (�,i.� 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 ,�� OP: • • E N between the bottom chord and any other members, with BCDL=10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except Ot=lb) 2=629. 9=629. N 68182 LOAD CASE(S) Standard — — O•' ,cT (gyp.; E%% N Al rrnnnl�� FL Cert. 6634 May 3,20 QWMNfNO.Wftdclan➢arta ..dRBAO=TES ON]ffi6 dBm Wf.LImEO HI]Fl(RaFSRPNCS➢AGSHI17493 rm. 16Va BEPORSf • Degggn va0d for use orsy wtih MBek carxrectom Bus design is bated only qmn porameten shown and is for on mMduol bwdhg component. Appllcabilily of design paramentersond proper hcorporaflon ofcomponent 13 responsb9M/ ofburyding designer -not truss designer. Bracing shown MIS ¢for laterolagspodofhdivMd lwebmembersoNy. Add MorwltemporarybracngloinsurestaGilty cauhucryon lathe responvbBliN of Mre erector, Additional permanent bracing of the overall skuch4e Is the respormbdHy of the balding designer. orgeneralguidanceregarding- MiTek fobticatiorx qudity control. storage. delivery, erection and UQcNg. COMO ANSI/TP11 9ualiN Criteria. DSB-89 and SCSI Bull mg Component safety Information avadoble from Tnas Mate hstihRe. 781 N. Lae Street. Site 31Z Alexardda VA 22314. 6604 PeMe Ea5 Blvd. Tampa, FL 33610.4115 Job Truss Truss Type Oty Ply Macek Garage T4069421 70058 A3 COMMON 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue May 031425:222011 Peg; 1 2 0,0 T- 0 150-0 22-9-0 30-0 0 32-00 2-0.0 7.3.0 7-9-0 I 7--9 I 7-0-0 I 2-0-0 Scala = 1:55.1 5x6 MII20= 5.OD F12 4 I 5x6 M11204 5z6 M1120-- 3 5 2 6 _a 7 dt 10 9 2 8 3x5 M1120% 3x4 M1120= 3tt6 M1120= ax5 MII20\ 3x4 M1120= 9-8-5 20311 30-00 1 9-8.5 10.7.6 Plate Offsets X 2:0-3-00-1-8 3:0-3-00-3-0 5:0-3-00.3-0 6:0-3-00-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Wall L/d PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -OA6 8-10 >768 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.80 8-10 >440 240 BCLL 0.0 Rep Stress Incr YES WB 0.33 HOrz(TQ 0.09 6 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 135lb LUMBER BRACING - TOP CHORD 2 X4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4.6-9 oc purlins. BOT CHORD 2 X4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 8-1-10 oc bral WEBS 2 X4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1287/0-8-0, 6=1287/0-8-0 Max Horz2=-168(LC 6) - Max Uplift2= 646(LC 5), 6= 646(LC 6) FORCES (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2365/871, 3.4= 2119/795, 4-5=-21191795, 5-6=-2365/872 BOT CHORD 2-10= 811/2100, 8-10=-408/1406, 6-8=-643/2100 WEBS 4-8= 270/770, 5-8= 3697358, 4-10=-270/770, 3-10= 369Yd57 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.0psh h=13ft; Cat. 11; Exp B; enclosed; MW FRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 bjl�lffffV 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. ��� , i N 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 PQV between the bottom chord and any other members, with BCDL=10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing capable 1001b at ,,%% �` Q Ci E N • • �� joint(s) except (jt=b) 2=646, �: '�� `S�• �� plate of withstanding uplift :� ;� s=acts. LOAD CASE(S) Standard N 68182 T OF �/Z �'. �(7 . nnnn�`` FL Cert. 6634 May 3,20 AWBRIdNC-Ydfy d®lgn pmrm+dm andRl�D NOTR60NT8fS A1,m INCL!/3)FD HITFd(REPERPXCS pdnB'69r76TJ rm.10.La BEFORE f156 Deign valid for use only wlih Mgek connectors Thisdesgn Lsbased only rpon porameteredwvm, end b toran intlNldual buddvg component. Appllcablity of design paramenfem and proper Incarporallon of component Isrespondbdlty, of bulldirg designer -not miss designer. &acing shown bforlateral support oflindlvldual web membemc"y.Addifiowltempmarybachgtoinssaeslabsllyd�mg is the he MiTek' eonshuctron responvbBiN of erector. Additional permanenb t acln8 of the overall structure Is Me respuwblHy of the budding designer.Forgarreral guidance regarding .o..:...,.,.o,,,- fabrication quality control, storage, delivery, erection and bacM corwJf ANSI/rPll 9ualiN Criteria, DSB.89 and Bat Building Compaoent 69" Parke East Bid. safety Infom,allon wadable from Truss Plate trMilute, 781 N. Lee Street, Suite= Alexandria VA 22314. Tempe. FL WSI O-4115 Job Truss Truss Type Oty Ply Macek Garage T4068422 70058 A HIP 2 1 Job (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 1 1 2020 09 MiTek Industries, Inc. Tua May 0314:25:18 2011 Page -2- 0 9-0-0 15-00 21-0-0 so" 32-" 2-0 9-0-0 6-0-0 6-0-0 9-0.0 2 (;: Scale = 1:56.0 7X8 M112rY 2X3 M112011 7x8 101120C 3 4 5.00 12 5 2 6 7 )? a�1 3x5 10 M1120i 11 9 3 3X5 M1120—' 2X3 M112011 3x6M1120= 2x9 M112011 3Xe M1120= 9-0-0 15-PO 21-00 30." 9-PO EO-0 6-0-0 I 9.00 Plate Offsets X Y : 2:0.3-0 0-1-8 3:0-4-00-2-2 5:0-4-0 0-2-2 6:0-3-0 0-1-8 LOADING(psf) SPACING 2-0-0 CS] DEFL in (too) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.15 2-11 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.43 2-11 >819 240 BCLL 0.0 Rep Stress lncr YES WB 0.16 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code FBC2007frP12002 (Matrix) Weight: 1331le LUMBER BRACING TOP CHORD 2 X4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or4-5-7 oc purlins. BOT CHORD 2 X4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 8-7-1 oc bracing. WEBS 2 X4 SYP No.3 Mfrek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1211/0-8-0, 6=1211/0-e-0 Max Horz2=-120(LC 6) Max Upliff2-585(LC 5). 6=585(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2084/867, 3-0=-2076/987, 4-5— 2076/987, 5-6= 2084/867 BOT CHORD 2-11-660/1829, 9-11-658/1836, 8-9-685/1836, 6-8— 687/1829 WEBS 3-11=0/345, 3-9=-189/452, 4-9-282/221, 5-9=-189/452, 5-8=0/345 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASIDE 7-05; 140mph (3-second gusQ; TCDL=4.2psf; BCDL=3.0psY h=13ff; Cat. 11; Exia B; enclosed; MW FRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 IIIIV 3) Provide adequate drainage to prevent water pending. \ \\\\LII j N 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�\ QU F I� .4F 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 ��� OP: • • E N •' �; '�\ S'A('.[� between the bottom chord and any other members. `� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 01=11d) 2=585, N 68182 LOAD CASE(S) Standard — 9 T N ALEC.C` FL Cert. 6634 May 3,20 AWARNMGar use any With pamndm andltS4D sign Is eN]W661IDINCLrmohsrsshoJ EPdisfara individualomp nent. Ifa6 bforan valid for useeerywtm M6ek connpropernc �• Applicability poratbbasetl pouponparametallayofnand nind Nano desIrgcomponent. Appllcwd ordesignp ofbuatlingdedgner-no dedgner.&acingshown proemoriy.Arancnoftempoory ivdeltweard b for Ioreral doe rachgnvl web mom ben very. AtldHkmcl temporary Ixachg to invae ty tlunng co on n lathe respgardi ig of the MiTek Additional permanent building d mural erector. At qudfld permaneorage,hg of Ole ovtion andbrcing, onsultsibiHyof lhebWy'egdesigOSO.89 and qualny control, storage, de erection OSB-69 and BCSI Bunting Component BClgWdong Corn oxen safely Information Plate ndriaQualitA2231Criteria Safety Information wa0oble from Trues Plate trntitute, 781 N. Lae Sheet. Suite 312 Alexordda VA 22314. 81.Leese,et Slit 31ZANSAlexandria T69Uarr Pe Me East BNd. Tampa, FL 33610i116 Job Truss Truss Type Oty Ply Macak Garage T4069423 70058 GRA HIP 2 1 Job (optional) Inal Chambers Truss Inc., Fort Pierce Fl. 34902 7.140 s t 1 2009 MiTek Industries, Inc. Tua May 03 14:25:24 2011 Page Oct1 2009 -00 4 1-7-71 30-00 -09 32-0e -2-0O - I 1 i 7-0-0 2-00 r 5-132 5 2 Scale = 1:56.0 6x8 M1120= 2X3 M112011 3x4 M1120= 618 M1120= 5.00 F12 3 14 15 4 16 17 18 5 19 20 6 2 7 a 8 fo 31 3x10M1120= 13 21 22 12 23 11 24 25 10 26 27 9 3x10M1120= 2x3MI12011 5xl2MIIISHWB= 4x4 M1120= 2X3 M112011 3x10 M1120= 7-0-0 12-4-9 17-7-7 23-0-0 30U0 I I 1 7Omo 5.4.9 5-2-13 Si-9 7-GO Plate Offsets X Y : 2:0-10.6 0-0-10 3:0-5d 0-2-4 6:0-5-4 0-2-4 :0-10-6 0-0-10 LOADING(psQ SPACING 2-0-0 CS] DEFL in (too) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.67 Vert(LL) OA6 10-12 >762 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -0.81 10-12 >432 240 M1118H 195/188 BCLL 0.0 Rep Stress Incr NO WE 0.58 Hoa(TL) 0.21 7 Na Na BCDL 10.6 Code F802007/TP12002 (Matrix) Weight: 139 m LUMBER BRACING TOP CHORD 2 X4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purfins. BOTCHORD 2X4 SYP M 30 BOTCHORD Rigid ceiling directlyapplied or4-3-11 ocbracing. WEBS 2 X4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=2178/0-8-0, 7=2179/0-8-0 Max Horz2= 104(LC 6) Max Upfi t2=-1213(LC 5), 7=-1213(LC 6) FORCES (Ib)-Max. CompJMax.Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3= 4564/2388, 3A=-5550/3016, 4-5= 5549/3016, 5-6=-5554/3019, 6-7=-4566/2388 BOTCHORD 2-13= 2067/4110, 12-13= 2073/4136, 10-12= 2883/5554, 9-10= 2103/4137, 7-9= 2097/4111 WEBS 3-13= 123/689,3-12=926/1697,4-12=-578/505,5-10=-591/510,6-10=-929/1701, 6-9= 123/688 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psh, BCDL=3.OpsF h=13h; Cat. II; Exp B; enclosed; MW FRS (low-rise); Lumber 111111 / DOL=1.33 plate grip DOL=1.33 IN VF 3) Provide adequate drainage to prevent water ponding. ,\\ QU ' • 4) All plates are MT20 plates unless otherwise indicated. ��% QP• • C E N ... 5) This has designed �; • S truss been for a 10.0 pst bottom chord live load nonconcummt 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 i between the bottom chord and any other members. N 68182 .7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) except Qt=1b) 2=1213,E * : • ••: it 7=1213. — 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 138 b down and 130 b up at 7-0-0,= "D 103 m down and 120 Ito up at 9.0-12, 103 lb down and 120 It, up at 11-0-12, 103 Ito down and 120 fo up at 13-0.12, 103 Ito down and 12a T F O; • Ito up at 15-0-12,1031b down and 120 lb up at 16-11-4, 1031b down and 120 lb up at 18-11-4, and 1031b down and 120 Ito up at 20-11$ • down and 138lb and 130 m up at 23-M on top chord, and 356 lb down and 168 lb up at 7-0-0. 90 lb down at 9-0-12, 90 m down at . T ,���� a1lb down at 15-0-12,90bdownat d 356 Ito down Sm 4 s • •• 1 * and up at2290 on bottom chord. The desigNulectlon of such connectiondevice(s) is he responsibility of others. • ��� 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). s N A� E�%%% 1/111111\\\\ LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ FL Cert. 6634 Vert: 1-3= 54, 3-6=-54, 6-8=-54, 2-7=-20 May 3,20 Continued on page 2 AWAANING-VeyJ ,npa.mra .andRPFa MimsON7U16,11KI) LUDEDWl )MFSRPIJCCPAGSr9r74M3 .10.08B6FC)iUR Desgnvalid for use any with MiTek connectors 1Ns desks, Isbosed oNy upon parameters shown, and Is for an IndMdual binding component. � Appllcabllity of design Paramenters and proper hcorporolon of component isfesponvb0lty of bWdhg designer- not h m designer. Bracing shown b forloteral suppodof individual webmemben oNy. Adcilff wltempomiybocingtoin esrabiiNdurrgcoretru&onislheresponvbarNoffhe WOW erector. Additional permanentbrachg of the overall structure Isthe responvblily ofihe buMing designer. For general guidance regarding — fabrication qualify conhol, storage. delivery. erechon and bracing, consult ANSIQPII Quality Criteria, DSB-89 and Bat BuBrLng Component Safety Informalion avalable from Taxs Plate Indflute, 781 N. Lee Street Suits, 31Z Alexandre VA 22314. 6904 Parke East 81A. Tampa, FL 3361"116 HIP LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3-98(F) 6=-98(F) 13=-351(F) 9=-351(F) 14=-103(F) 15=-103(F) 16=-103(F) 17=-103(F) 18=-103(F) 19= 103(F) 20=-103(F) 21=-45(F) 22=-45(F) 23_--45(F) 24=-45(F) 25=-45(F) 26=-45(F)27=-45(F) % %J I N t,VF� �O�O ••�CENS' F� �. N Q�68182 FL Cert. 6634 May 3,20 Q WARMNG-VeiJy tlatgn Parmm3w and NBaDIt01ES ON]NTSAIID INCLUDBOW1EtCRPl1GtBNC6 PdGg DIN 74TJ rm. ]0.ro8 BGFORS Ua6. ' Degggn valid for use only wHh Mlle comecfom. this design Bbasetl only upon parameters Mown and Is for an Individual building component. HOW Applcabllify ofdesign paramenters and proper Inca of component is responvb0lty of building designer- not tons designer. Bracing snows afor lateral ssppod of trldlvidual web members only. Addlflonal temporary traCPlg to itw.ue stability during conslrucilon is the responsibility of Me or or. Additional permanent tracing of"overall sbuchre Is the responablty of the building designer. For general gddance regarding fabraofion qualily control, storage, delivery, erection and trac g, coradt ANSI/IPII Quality Critetio, DS8.89 and SCSI euildmg Component 6904 Peke Best BNd. Satiety Intorralion available from Truss Plate UttiHsAe. 781 N. lee Street safe 312 AleoundAa. VA 22314. Tampa, FL 33610d116 MONO TRUSS 2-0-0 ' 2-0.0 1-0-O � Scale = nnrer m rva n6 r...... I V Vwn 10r wrmuCuon Io supporting carrier truss (typ all applicable jacks on this job). LOADING(psf) TCLL 20.0 TCDL 7.0 BOLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Ina YES Code FBC2007/fP12002 C51 TC 0.57 BC 0.01 WB 0.00 (Matrix) DEFL in Ven(LL) -0.00 Vert(fL) -0.00 Horz(TL) 0.00 (loc) Well L/d 2 >999 360 2 >999 240 3 We n/a PLATES GRIP M1120 249/190 Weight:7 m LUMBER BRACING TOP CHORD 2 X4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 2=270/0-6-0, 4=9/Mechanical, 3.: 100/Mechanical Max Horz2=89(1-C 5) Max Uplift2— 362(LC 5), 3=-100(LC 1) - Max Grev2=270(LC 1), 4=18(LC 2), 3=172(LC 5) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.0psf; h=13tt; Cat. II; Exp B; enclosed; MW FRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other We 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) Referto girder(s) for truss to truss connections. tt 1 t F 111177 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=1b) 2=362. LOAD CASE(S) Standard N 68182 * • �Lir/ll �; FL Cert. 6634 May 3,20 Q wAmnva.- v&itl, deign Paxrand mdg—N078S ON77D6 dim INCLUDED HIISKRPiERENCE PAGE mi-74m rm.l GOE EEPOtzs UEE Dellggnvalitlfor use oNywith Maek connectors lttia tles'gn isbased oNy 1pon paametersstrown orW 6tor anlntlNitluol bind' cam Aoplicadll of dell n amenters andproper hcoGwratlon of cam nD ponent N 9 Por poneM lsrespon4bOHy of bWltlNg desgner-nottruss designer. eodng shown for lateral Nil' o suppodof divWual web members oNy. Addmorml temporary brac4x7 to lrwaestabOHy tlurirxl consmvcHon Ltihe responvDdLty of Hie erector. AddiflonN permanent bracig ofttre overall structure Bihe responsbddy of the bwiding dedgner. For general gNtlance regard'ng _MiTek' - fabricatlon quality control, storage, tlelNery, erection and brac'vg, consJt ANSIAPII 6uolity Criteria, DS6e9 and BC51 eu�ding Competent 5alety Inlormafion wa0able from Truss Plate 4ssfi4Ae. 781 N. Lee Sheet Sute 372 Alexandtl4 VA 22314. 6904 Pella East BNtl. d. Tampa, FL 336f0.4 MONO TRUSS 2-00 Scale= LOADING(psf) TCLL 20.0 TOOL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TP12002 CSI TC 0.68 BC 0.11 WS 0.00 (Matrix) DEFL in Ven(LL) -0.00 Vert(TL) -0.01 Horz(TL) -0.00 (loc) Vdefl L/d 2-4 >999 360 2-4 >999 240 3 We n/a PLATES GRIP M1120 249/190 Weight: 13lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2 X4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=15/Tvlechanical, 2=278/0-8-0, 4=25/Mechanical Max Horz2=131(LC 5) Max Upl'Ift3=-28(LC 4), 2=-291(LC 5) Max Gmv3=20(LC 3), 2=278(LC 1), 4=50(LC 2) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--1.2psf; BCDL=3.Opsh h=13ft; Cat. II; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. T,LTLf 11f7T P 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Ot=lb) 2=291. LOAD CASE(S) Standard N �681n82 FL Cert. 6634 May 3,20 AW6SAV1y0-Ve{/gj 1,npmrnredcraamdRF M116SONTH16dFIDINCLUDPDJkff= SPSRSNCSPASRWh74TArm.zoWit p T aSS Design valid for use oNy with MRek comectm lhs design sbased only upon perametera$110 n and h for an Individual b0cling component. � Applicability of deagn paromentersand proper incorporalbn of component is responiolly of buldhg designer -notfi designer. Bracing shown hforlWl dstmpodofhhdividmlwebmembwsody.ACdilionaltemporarybracngtoinuaedcblllydurhgcorshuclionisthe resporeblONofihe erector. ACdiland permanent bracing of the ovwdl shucture isthe resporwblity of the building designer. For general guidance regarding _MiTek' - fabdcatlon quality control, storage, dd'rvery, erection and bracing, consult ANSI/I1`11 6udity criteria, DSB-B9 and SCSI Buldmg Canpwanl Safety Infonnalion available from Tam Plate hstilute, 781 N. Lee Sheet Suite 312, Alexandria. VA 22314. 69M Parke East 13W. Tampa, FL 33610-4116 MONO TRUSS Scala = LOADING(psf) TOLL 20.0 TOOL 7.0 BOLL 0.0 BCDL 10.0 SPACING 2-0.0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007frP12002 CS] TO 0.68 SC 0.34 WB 0.00 (Matrix) DEFL in Ved(LL) -0.03 Vert(rL) -0.06 Horz(Q -0.00 (too) Wall Vd 2-4 >999 360 2-4 >866 240 3 n/a n/a PLATES GRIP M1120 2491190 Weight: 19lb LUMBER BRACING TOP CHORD 2 X4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=93/Mechanical, 2=328/0-8-0, 4=45/Mechanical Max Horz 2=175(LC 5) Max Upl'At3— 77(LC 5), 2= 283(LC 5) - Max Gmv3=93(LC 1). 2=328(LC 1), 4=90(LC 2) FORCES (lb) - Max. Comp,/Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--1.2psf; BCDLr3.Opsf; h=13ft; Cat. II; ER7 B; enclosed; MW FRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live bad nonconcumerlt 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. 1111111Iffiff , 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=283. ,%% (N f� LOAD CASE(S) Standard �GENSF•.��i� NQ� �J68182 FL Cert. 6634 May 3,2( Auz ONO - Vero and RPa0 N0]850N]81S BtID INCLUDED MSPXNEPf R8NC6 PdG8Mf 74m m. 10 tl89aiORR IM& Dedgn valid for use oNy wfln MTek conneetors.11ils tlaign Isbased anry upon parameters anown arW @ for an IrWNlduol bu�dhg component. Applkabili1, of deign ParamentersarW proper mcaporalwn of component Is responikwfly of buOtlNg daslgrrer-not truss deigrrer. &aclrx3 shown Lsfor 1.ard support of NONldual web members aNy. Atldilbrwl temporarybracmg to Insure stabBity during constructlanisthe resporwbYGly of the erector. Additlonal permanent bracbg of fie overall shucture bihe resparebA,N of the Mdtlulg tleignar. For General gultlance regartling _M_iTek' coquollly control, storage, del" erectbn and barng, convlt AN61/IPII Ouallty Riteda, Dse-89 and aC81 au0dng Canponent Safety Inlormafion a✓a0able from Tnus Plate h¢AhRa, 781 N. Lee Sheet SuHe 312 Alexandria VA 22314. 8904 Parke East SN4. Tampa, FL 33610.4116 TRUSS 118 7-0-0 Scale= LOADING(psf) TOLL 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 lncr YES Code FBC2007frP12002 CSI TO 0.30 BC 0.71 WB 0.00 (Matrix) DEFL in Vert(LL) -0.11 Vert(TL) -0.27 Hou(TL) -0.00 (loc) Udefl Ud 2-4 >722 360 2-4 >289 240 3 Wit n/a PLATES GRIP M1120 249/190 Weight: 251b LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2 X4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 1G-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=157/Mechanical, 2=392/0.8-0, 4=65M1echanical Max Horz2=218(LC 5) Max Uplift3=-144(LC 5). 2= 297(LC 5) Max Grev3=157(LC 1), 2=392(LC 1). 4=130(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust);TCDL=4.2psf; BCDL=3.OpsF h=13ft; Cat. II; Fx1 B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 pet 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 Vass connections. It11111111►►► 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=144, ,`�% V i N V ►►��' 2=297. �OPQ ,,c:: i N 68182 ' O: T OF Z IV '�''►is N ►nnn11�` LOAD CASE(S) Standard FL Cert. 6634 May 3,20 AW6NfENG-VWjydaignpum#naandREVNO7ESONTIOSAIIDfNCLUDPDNTERREPER&C6PAGEbDlTOT3m.10.V81&FORES6 Design volid for use ody wHh MBek correctors Tt1ta de4gn Isbosed ordy upon pmametersshown antl b foranlMNltlual bW tlhg component. Applicadlliy of tleulgn ppaaamenters arW proper'vlcorporatlon of component is resporcibOly olbu0tlhg deslgrrer-rwf huss designer. &adng sMwn kforlaterd suppod of tldvlduol web members onry Atldilbnattemporary brachgto lnsue 9abilty tlumg coruhucHon LSltle of the iviiTel< resporwbllity erector. AtldiAond permanent badn8 of the overdl stmcMelsthe resporeb011y of the bultlhg desl8nar. For general giedance regording fa ilmii., qudM/ control, storage. tlellvery, erecibn and bachg. corwlt ANSIAPII Oualiry Qiloda, DSa-89 ettl BCSI Building Competent .,....er...=,.- 6904 Parke Eest BNd. Safety Inlormor. avctabis from Tors Mate k¢titute. 781 N. Lee Sheet Suite 312 Alexandria VA 2Y314. Tempe, FL W6104115 Job Truss Truss Type Cry Ply Macek Garage T4068428 70058 KJ7 MONO TRUSS 4 1 Job Reference o ti nal Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue May 03 14:25:27 2011 Page -2-9-15 7-0-10 9-10-1 2-&15 7-0-10 Scale -1:23.4 4 3x4 M1120% 3.5d 12 3 7 2 6 5 3x4 M1120= 2t3 M112011 3x4 M1120= 1 7-0-10 9-10-1 7-0-10 2-9-6 Plate Offsets X 5:0-1-3 0-1-e LOADING (pall, SPACING 2.0-0 CSI DEFL in (too) Well Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.56 Ven(LL) -0.04 2-6 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.10 2-6 >999 240 BOLL 0.0 Rep Stress lncr NO WB 0.15 Horz(TL) 0.01 5 n/a n1a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 42 m LUMBER BRACING TOP CHORD 2 X4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 as purlins. BOT CHORD 2 X4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 1040 as bracing. WEBS 2 X4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quids. REACTIONS (lb/size) 4=104/Mechanical, 2=478/0-11-5, 5=455/Mechanical Max Horz2=255(LC 3) Max Uplift4=-112(LC 3), 2-365(LC 3), 5-205(LC 3) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 553/99 BOT CHORD 2-6-227/493, 5-6= 227/493 WEBS M=0f288, 3-5-6471298 NOTES 1) Wind: ASCE 7-05;140mph (3-second gust); TCDL=4.2psh BCDL=3.Opsf; h-13ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 pall bottom chord live load nonconcurrent with any other live loads. 1tibf f p r f f f7 7777 3)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit `♦tQU N V between the bottom chord and any other members. ♦♦ • • • • ���C` ��i 4) Refer to girder(s) for truss to truss connections. ♦♦♦ •' QP�; • O E N SF..� ��� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Itouplift at joint(s) except fit=lb) 4=112, �♦ �,\ 2=365, 5=205. • • 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). = * •: N 68182 ••• LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 -10 Uniform Loads (plf) _ Vert: 1-7— 54 13 '. T O F Trapezoidal Loads (plf) Vert: 7=O(F=27, B=27)4o-4_ 133(F-39, B=-39), 2= 2(F9, (3=9)-to-5--Ag(F= 15, B= 15) �Q • „C �� �j • P \_ ♦♦ . %♦ FL Cert. 6634 May 3,20 Q1YdRMNforuseydNgn puk rm.loroonemt, EU56. RhiiDsignISONd Designvalid for conneand MBex correctors. ordyaoanfcarnEDMRSK(tandisf1L6P6GBidual Wong bgcompong pesporaersshown and Besignr- q■ ompyupon of design hcorpsign6baf componentnot Inca building designer trod n I heresdesigner. &ocing shown shown Ap lateililyral upPort f paraiduci rs and groomsoar in only. Additional al temporary g to br C69 to Insure stability Is of me of lrmanenthracmembersoNa. Aructur hector.. tthe a.Y■ Addippod I resprybractrof b�lding dedguingoonshuclg guidance regardfirgi erector. Atltligond permanent donbadefivelhe overall struclurek1g.cosultASI/11`meWilding designer. Fornd BCl gufldnce Component bracing.corudt AN51/IPIInddayA22340.SB-89 and BCTI Bolding Component _MiTek' .,a,,- SafetyInonqualitycontrol,storage,ds Plato-deaden81 Safety Information wa0oble from Truss Plate mstlNte, 781 N. Lee Street Sdte 312 Alexantl44 VA 22314. Tampa, FroEast 361BNd. Tampa, FL 3361m4115 Symbols PLATE LOCATION AND ORIENTATION 1 374 Center plate on joint unless x, y offsets are indicated. Dimensions are In ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. �T�l dr I For 4 x 2 orientation, locate plates 0-1/he' from outside edge of truss. This symbol Indicates the required direction of slots In connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is The plate 4 X width measured perpendicular to slots. Second dimension Is the length parallel to slots. LATERAL BRACING LOCATION X Numbering System 6-4-8 I dimensions shown Inftsixteenths t scale) IIII (Drawings not To scale) 1 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or 95-43, 9 - 1, 9667A ER-5243, 9604B, by Text in The bracing section of The 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 If indicated. 95110, 84-32 96-67, ER-3907, 9432A Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide To Good Practice for Hqndling, Installing & Bracing of Metal Plate Connected Wood Trusses. © 2006 MITek0 All Rights Reserved POWER TO PERFORM." MiTek Engineering Reference Sheet: MII-7473 rev. 10-'08 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, Is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing. Individual lateral braces themselves may require bracing, or alternative L I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/M 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 9. Unless expressly noted, this design Is not applicable for use with fire retardant, preservative heated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and she, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, ff no calling Is Installed, unless otherwise noted, 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria,