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HomeMy WebLinkAboutSUBMITTED PAPERSMil OFFICE USE ONL - ' DATE FILED: a`11 3 -PLAN REVIEW FEE: ITS, OI RECEIPT NO.: l y5� PERMIT NUMBER: CONCURRENCY FEE:, RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT COUNTY BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue SCANNED Ft. Pierce, FL 34982=5652 ALbi n 772-462-1553 - nBy _ 1.te� , �fi. Lucie County.. `�_ �v wC cU_ APPLICATION for BUILDING PERMIT -- CERTIFICATE of, CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION I. LOCATION/SITE ADDRESS: 507 North 44th Street, Fort Pierce, FL 34947 2. PROJECT NAME:y/ r!�/ h SITE PLAN NAME: :g26A4 A5 GajySX_ 3. PROPERTY TAX ID #: 2407-121-0012-000-4 4. LEGAL DESCRIPTION (attach extra sheets if necessary): See Exhibit A 5. 9. 10. 11. 12. 13. 14. PLAT BOOK unrecorded 6. PAGE NO. 7. BLOCK NO. X LOT NO. .13 PARCEL SIZE (ACRES/SQ FT.): �lY �, LOT DIMENSIONS: COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY:. Demolik - New Construction u r• I Z_ Z1 !Z t!A ACDZD . 1 SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE,: 7,0 LEFT SIDE-2- TYPE OF CONSTRUCTION (Check all appropriate boxes) NEW CONSTRUCTION' [ ]' EXPANSION/ADDITION [ ] INTERIOR RENOVATION . RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) DESCRIPTION OF PROPOSED USE: SQ. FT OYCONSTRUCTION: 15. SF. FT Ist FLOOR: It 3� 16. VALUE OF CONSTRUCTION: The value of construction is used to determine the amount of permit fees to be assessed. St: Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction -activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 6/25/09 1 r OWNER INFORMATION O -NAME: ELLIOT VIRGIN ADDRESS:_ 507 N. 44TH STREET CITY: FORT PIERCE STATE: FLORIDA ZIP:' 34947 PHONE ('DAYTIME): 772 '216-9168 Email: , IF THE TEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. .FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: -PHONE (DAYTIME): O CONTRACTOR INFORMATION St. of FL REG.CERT 2 j� ST. LUCIE COUNTY CERT BUSINESS NAME: A. THOMAS CONSTRUCTION INC QUALIFIERS NAME:--4,77VIo rn� ADDRESS: PO BOX 3285 CITY: FORT PIERCE STATE: FLORIDA ZIP: 34948 PHONE (DAYTIME): 772 595-5261 FAX NO. Email:4r6nAct or. �!/�f-�aC2CCnm ARCHIT/ENGINEER_ L C��.C�Gz —7,n L Q: ADDRESS: ,CITY: 'STATE: �C ZIP: ' 5 q C g PHONE (DAYTIME): (?z� BONDING -COMPANY: ADDRESS: J CITY: STATE: ZIP: MORTGAGE LENDER: ADDRESS: ' CITY: STATE: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification -it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to'obtain a permit to do the work and installations as indicated, -and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate.permits may be required for .ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS,,FENCES, ETC., not otherwise included with this building permit 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: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO. YOUR PROPERTY,. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE' FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR. LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTERESYTHAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE'CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER OR CO RACTOR SIGNATURE CON CTOR SIGNATURE STATE OF FLORIDA COUNTY OF ST. LUCIE The foregoing instrument was acknowledged before me this N, -day of AUVA - 20 ` h' 'I` r by' who is personally known or has produced P• as i ntiflcation: ature of .Notary STATE OF FLORIDA COUNTY OF ST. LUCIE The foregoing instrument was acknowledged before me this &day of 202r ,by V I who is personally known or has produced a identification. 'nature of Notary. Commission No. ��py, ea B��ySMITHCommission No. ,po�Sµ °Y ',BRITTANY SMITH MY COMMISSION # EE 026613 - }' EXPIRES: September 16: 2014 _ ?; MY COMMISSION #. EE 026613 Bonded Thru NotaryPublic UntlenvrCers• ^ ;:', EXPIRES: September 16, 2014 ,. �,cF°Bonded Thru Notary Public Underwriters NOTE: TWO (2) SIGNAT REQUIRED. EACH SIGNATURE MUST B 1 4 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. J OFFICE USE ONLY BP #: 13 0 d 3 S 1 SECTION TOWNSHIP !) RANGE MAP NO. ZONING �p LAND USE Q LOT CVG % I �:r� TAZ NO. FLOOD ZONE FIRM MAP # 1 ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED _l REPORT HABITABLE RADON PERMIT CODE FEE FEE i(RADON) LIBRARY) PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACT FEE . IMPACT IMPACT FEE CORRECTION FEE FEE RAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT 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 REVIEN REVIEW REVIEW REVIEW REVIEW DATE - RECEIVED 't►� . / • 13 DATE $ a� ((13 / COMPLETED 1 �� INITIALS a \ '. =� A- i �CO-o �.. . Planning & Developments ervices Building & Code Regulation Division 2300 Virginia Ave • Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT. #:�3_ tom- �' j JOB ADDRESS: BUILDER/CONTRACTOR: ��17 PEST CONTROL CONTRACTOR: gy PEST CONTROL LICENSE #: —_sQ, i e. 6 J _ -7 4ut�^ �c� �ir3�91y_7 57 0 We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Assnriatinr, Square feet if area treated: � b65 l�14 Percentage'of solution: Date of Treatment: Footing -__1st Treatment -Re-Treat Driveway 1st Treatment .OthRe-Tresbevuol er I 1" Treatment Re -Treat Chemicals used: Total' gallons used: _ fI)G Time of Treatment: . Slab 3 St Treatment Re -Treat Pools 15t Treatment Re -Treat Perimeter for Final Inspection Si+arof Ex inator lllnte There must be a completed form for each requited treatment or IV -treatment and this form must be on the job site to be picked up by the inspector at time nfeach inspection or the scheduled inspection w;v Fau a„,; fee charged i=8C104.2.6 Certificate of Protective Treatmentforprevention of termites A weatherresistantjobsite postin board sha// be provided to receive duplicate Treatment Certificates as each, required protective treatment is cot»p/efed, providing a copy for the person the permit /s issued to and another copy for the building The Treatment Certificate ,shall provide the product used, identify of -the applicator, time and date of the treatmeit ntssite location area Heated, chemica/used, percent concentf Won and number f o ofgallons used, to establish a verifiable record Protective treatment: Ifthe soil c%emica/barriermethod for termite prevention is used, final exterior ord treatment shall be completed prior to final building approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. Jesus Christ is Lord • Termite Inspection . • Termite Pretreatment EVICt-A-Bul • Pest Control Termite 19 • Rodent Service Pest �°: Control © Fire Ant Lawn Service Inc I A 9 1 d i �-Q--- � 1 q:-�) 0---s '; 6-7 t"72-323-7921 Fix: 11Y-349 5999 Email: Evictabug@gmail.com 2373 SW Woodridge St. • icense nsure Lic JB175775 VPort St. Lucie'FL. 34953 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.26 and Brow►ard County Chapter FBC 105.2.2) PEST PREVENTION I FIRE ANT I TERMITE SERVICE I RODENT EXCLUSION & REMOVAL DATE OF SERVICE _ P tQ ~ I 3 yS44ERVICE TIME DEVELOPMENT NA E (PROJECT) j dfj� �g e17 � 4.6 {�1 4.1.i7''.s B!.}�v COS/N�pTRACTOR'S NAME 1 ( 9 CONTACT PERSON STRUCTURE ADDRESS ((LaapOTIBLOCK) g �l P CITY, STATE, ZIP CODE �y Q COpUNTY �' "NOTES ��_ � °� g g� r•• � 1� TREATMENT TYPEIAREA ° ❑ FLOATING ❑ MONOLITHIC ❑ PATIO ❑ GARAGE 'dJDRIVEWAY ❑ STEM WALL ❑ ADDITION ❑ CUTOUTS ❑ FOOTER ❑ FRONT ENTRY ❑ RETREAT ❑ BORA CARE TREATMENT ❑ PLUMBING CUT OUTS ❑ TAMP & TREAT `O)TREAT ONLY NO FINAL ❑POOL DECK OroOTHER `1d wlc L PRODUCTS BASELINE ❑ DOMINION 2LACTIVE INGREDIENT B IFENTHRIN [❑ ❑ TERMIDOR TC ❑ BORACARE OTHER ACTIVE INGREDIENT ❑ DISODIUM OCTABORATE TETRAHYDRATE CONCENTRATION ,Q) .06% ❑ .12% ❑ .25% ❑ .05% ❑ 23% ❑ 9% ❑ OTHER GALLONS APPLIED / Q SQUARE FOOTAGE ` LINEAR FOOTAGE r uo SQUARE FOOTAGE VERIFIED YES ❑ NO JOB READY CONDITIONS MET �4YES ❑ NO '�MEASURED OR VERIFIED PER PLANS 1 w~A'°""'"" DETAILS 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 accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) If this notice is for the final exterior treatment, initial and date this linet' -' sY FINAL STICKER ELECTRICAL PANEL ❑ WATER HEATER ❑ OTHER. 41 Payment Terms: Payment due at time of service. pECe W E® D[C 1 Date Date Applicator: (EvidA Bug Termite and Pest Control, Inc.) Customer (Property Owner or Agent) Lydia Galbraith From: A. Thomas Const. Inc <atconst06@yahoo.com> Sent: Thursday, September 12, 2013 9:21 AM To: Lydia Galbraith Subject: Re: PERMIT 1308-0387 September 11, 2013 The demolition permit should be in your system with the health department permit. A new driveway will be poured per scope of work awarded (St Lucie County project). I have had a new survey drawn with the porch in the correct area and the driveway sketch on it. The property is on septic and well and will remain (City hook-up is not available). As soon as I receive the septic permit back from the health department, I will bring it in. Thank you A. THOMAS CONST INC. ATCONST06@YAHOO.COM 772-595-5261 From: Lydia Galbraith <galbraithl(cDstlucieco.org> To: "'ATCONST06@YAHOO.COM"' <ATCONST06(a-),YAH00.00M> Sent: Monday, September 9, 2013 12:08 PM Subject: PERMIT 1308-0387 Mr. Thomas, Attached please find the Zoning review comments and list of missing documents. If you have any questions, please let me know. Thanks, Lydia B Galbraith Planning Technician Planning and Development Services Phone: (772) 462-1555 Fax: (772) 462-6448 Email: galbraithlkstlucieco.org Please Note: Florida ha's very broad public records laws. Most written cornmunications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. • � n Lydia Galbraith From: James D. Beams, Sr. Sent: Monday, September 09, 2013 7:14 AM To: Lydia Galbraith Subject: RE: 507 N 44TH ST FT PIERCE Are the plans calling for a circle driveway like they now have? The driveway culverts are old and need to be brought up to county standards. Upgrade fees are $25.00 each, This is why I asked if they plan to use the circle drive. From: Lydia Galbraith Sent: Friday, September 06, 2013 3:57 PM To: James D. Beams, Sr. Subject: RE: 507 N 44TH ST FT PIERCE Jimmy, Any news? Thanks, L_U ol'O g CiRW a th Planning Technician Planning and Development Services Phone: (772) 462-1555 Fax: (772) 462-6448 Email: qalbraithl ,stlucieco.org From: James D. Beams, Sr. Sent: Wednesday, September 04, 2013 2:34 PM To: Lydia Galbraith Subject: RE: 507 N 44TH ST FT PIERCE I have not made a site visit yet, looks like I will be there tomorrow, I will let you know O From: Lydia Galbraith Sent: Wednesday, September 04, 2013 11:57 AM To: James D. Beams, Sr. Cc: Christopher Lestrange Subject: RE: 507 N 44TH ST FT PIERCE Hi Jimmy, Did you have a chance to check this location? Thanks, Li�d�a g c,a�bra�th - Planning Technician Planning and Development Services Phone: (772) 462-1555 Fax: (772) 462-6448 Email: Qalbraithl a(bstlucieco.org From: James D. Beams, Sr. Sent: Friday, August 30, 2013 3:25 PM To: Lydia Galbraith Cc: Christopher Lestrange Subject: RE: 507 N 44TH ST FT PIERCE This property has a circle driveway, I will check out the condition of these culverts and let you know. Do they plan on using both driveways or ? From: Lydia Galbraith Sent: Friday, August 30, 2013 2:59 PM To: James D. Beams, Sr. Subject: 507 N 44TH ST FT PIERCE Hi Jimmy, We have a permit in for a replacement home at above address. I am not sure if they are going to use existing driveway or create a new. Please let me know if they use existing if they need an upgrade and if they are creating a new if we will have to charge them full price? Thanks, L.00tta g caLbraLth Planning Technician Planning and Development Services Phone: (772) 462-1555 Fax: (772) 462-6448 Email: galbraithl a4stlucieco.om Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and ! or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. l Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and ! or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Z5 �. PLANNING & DEVELOPMENT SERVICES 6 BUILDING & CODE COMPLIANCE DIVISION BUILDING PERMIT SUB -CONTRACTOR SUMMARY A. THOMAS CONSTRUCTION INC will be using the following -sub -contractors for the- (Company/Individual'-Name) project located at 507 N. 44th Street, Fort Pierce, FL 34047 i (Street address or Property Tax ID #) . It is understood that if there is any change of status regarding the.participationlof any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. St. Lucie County/ ,(Trade Name of Company/Contractor State of Florida LicenseNumber Electrical j p 4G ' yy 4G/'�AZyi' J 7�Ccl � )91 HVAC/ dz gs-0 Mechanical `1 Roofing �a /a ,I Al GCC OJ-2S�3 Gas OFFICE USE ONLY:' PERMIT NTTMR- 72• I ISSi ._ c l J ' r , PLANNING & DEVELOPMENT. SERVICES. ' = Building & Code Compliance Division COUNTY BUILDING PERMIT SUP -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: g'yy i State of Florida Certification Number (If applicable): 1Di�, a&4-k iec have agreed to be the (Company Name/Individual Name) sub -contractor fo- (Type of Trade) (Primary Contractor) for the project located at 507 N. 44th Street, Fort Pierce, FL 34947 i (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 SIGN U ARE REQUIRED SIB f PRINT NAME DATIt. Business -Name: Ap� !�'G J;e_az SCR roc e9 6 th, JA o Address: City/State/Zip: Phone: 2%2_ 41611Q71!�? email:%i):L-£P4de-_AC,Alka - C 0f-k) OFFICE USE ONLY: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT r St. Lucie County Contractor Certification Number: State of Florida Certification Number (if applicable): C� C have agreed to be the Company Name/Individual Name) bJJfYY\,bUn cA— sub -contractor for C pYl�cUy`, (Type of Trad (Primary Contractor) for the project located at 5() � N • q 4+h (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) REQUIREDORIGINAL SIGNATURES ARE iuT PRINT Business Name: Address: City/State/Zip: Phone: OFFICE USE ONLY: PERMIT # ISSUE DATE �D- ti p DATE Q_ U1 the (k)NS. C o Ivy PLANNING. & DEVELOFIViENT. SERVICES. . Building & Code Compliance Division • � D BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number. State of Florida Certification Number Wappiicabie): a IG�1(a'1'(I ��•' Y l (i'�-mom- ° have agreed to be the . (Company Name/Individual Name) sub -contractor for (Type of Trade) (Primary Contractor) for the project located at 507 N. 44th Street, Fort Pierce, FL 34947 (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) I$USINMS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIG ATURES ARE REQUIRED 41 r4 SIG ATURE. PRINT NAME DATE Business Name: J�lr� r�- L'c l 1� Address: - �1 � City/State/Zip: _f_T� / (_P__Y_C P� f— L_ • Phone: email: rIC it lam'n �I 1�t )ff OFFICE USE ONLY: 1(T" f1.1 f-/ c�S. Cc)" - � r ��� i'Lr�N��TG•$i ��V�LQP�IE� ��.�:�I�'L+ 5° .B ild A. Cad, Cotr� ►li n. e D visivh ..� $iJILDIIe(G.PtirRiVilT St.;�ucie<Coutt. ;Contractor.`Certiii'eatian°Neimtier:.__ . State'oiP:Ftorril�:lei'tficatioii.�luriiter;(tfap�ii�te): �, ®���� �� . .,^�, ��� .. 21 V 'S$Ce (lo;b the: Com an m�nnaividu off:. ('E'ypeof rad. t;Pnrnary<Coritratctorj . :forthe project Iocatcd at .d7`.Dt, ## street;. Fob i'ierce, . 3 947 (Pr6i* Street Actdit.z..ar Pibperty,Tax It is understbod.`tha4 there is any change t�f status ragardizig our:partie pafion vuith the ab�¢�re mek fiioned,prajeci; I will m t chat i3�:ad i$ tt a Bu ldtng a d:Zoning De�art�lent of S# Lucie Catnty hjretsortaFIyfi.tuig;a:Change of Contractor notice f 1 Q;,n> ST;Cc V No. 0134-0tt}. $USINE IQUt IiI 'IER. (N m .�aftk�e. d Yidua7 shova�:outhe:Caaor5s.f JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT;— SAINT LUCIE COUNTY —A FILE # 3864947 OR BOOK ' PAGE 1223, Recorded 08/12/2013 at 36 AM 1 NOTICE OF COMMENCEMENT TO BE COMPLETED WHEN CONSTRUCTION VALUE EXCEEDS $2,500.60 OR WHEN HEATING OR AIR CONDITIONING REPAIR OR REPLACEMENT EXCEEDS $7,500.00 PERMIT #: TAX FOLIO #: 2407-121-0012-000-4 State of Florida, County of 3'T L.cA.Fn C the undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with chapter 713, Florida statutes, the following Information Is provided In this notice of Commencement. 1. LEGAL DESCRIPTION OF PROPERTY (AND STREET ADDRES IF AVAILABLE): See Exhibit A sow ter. " 5r -parr'P«f-1 Ff '?1/97`t-7 2. GENERAL DESCRIPTION OF IMPROVEMENT: Demolition/New Construction 3. ®OWNER INFORMATION or []LESSEE INFORMATION (if Lessee contracted for the Improvement) a. Name: Elliot and Bettie Virgin Address: 507 N. 44th Street, Fort Pierce, FL 34947 b. Interest in property: Owner c. Name and address of fee simple title holder (if other than owner): N/A 4. CONTRACTOR: a. Name: A. Thomas Construction Inc. Address: PO Box 3285, Fort Pierce, FL 34948 b. Phone number: 772-595-5261 5. SURETY COMPANY (IF Applicable, a copy of the payment bond Is attached): a. Name & Address: _N/A b. Phone number: Bond amount: 6. LENDER/MORTGAGE COMPANY: a. Name & Address: ,_N/A _ b. 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: a. Name & Address: _N/A b. Phone number: fax number: 8. IN ADDITION TO HIMSELF OR HER ELF, nest tt J '�i aa,gs �1 a. Owner designates of fl T(iCd�lb95 �49SaT Silo to receive a copy of the lienor's notice as provided in section 713.13(1) (b), Florida statues. b. Phone number. 794 V9< SZG�/ 9. EXPIRATION DATE OF NOTICE OF COMMENCEMENT: (THE EXPIRATION DATE IS ONE (1) YEAR FROM THE DATE OF RECORDING UNLESS A DIFFERENT DATE IS SPECIFIED). WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS IN IT ARE TRUE TO THE BEST OF MY KNOWLE GE AND BELIEF (SECTION 92.525, FLORIDA STATUTES - NATURE OF OWN SEE or OWNER'S AUTHORIZED OFFICER/DIRECTOR/PARTNER ARA AGER - SIGNAO�RY�'S �TI�TL�E�/' FFFICE THE E I G. v i NSTR �NT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF AM, L>`? L 20�BY: NAME OF PERSON TYPE OF AUTHORITY NAME OF PARTY ON BEHALF OF WHOM ST UjMENT WAS EXECUTED ❑PERSONALLY KNOWN OR ODU ED IDENTIFICATION TYPE OF IDENTIFICATION PRODUCED I L— RY SIGNATURE / OT RY PR TED NAME / NOTARY SEAL BRn'rANYSAMTFI :.�t MYCOWISSIONIIEE026813 EXPIRES: September le, 2014 ,,, BOWTra Nobly Pubpt Un eroftrs OR BOOK 3548 PAGE 1224 Exhibit A BEGINNING AT THE NE CORNER OF THE NE 1/4 OF THE NW 1/4 OF THE NE 1/4 OF SECTION 7, TOWNSHIP 35 SOUTH, RANGE 40 EAST; RUN WEST 175 FEET TO A POINT; THENCE TURN AND RUN SOUTH 139 FEET FOR A POINT OF BEGINNING, FROM SAID POINT OF BEGINNING CONTINUE SOUTH 57 FEET TO A POINT, THENCE TURN AND RUN WEST 125 FEET TO A POINT; AND THENCE TURN AND RUN NORTH 57 FEET TO A POINT; THENCE TURN AND RUN EAST 125 FEET TO THE POINT OF BEGINNING, SAID LOT ALSO BEING DESCRIBED AS LOT 13 OF AN UNRECORDED PLAT OF THE NE V4 OF THE NW 1/4 OF THE NE 1/4 OF SECTION 7, TOWNSHIP 35 SOUTH, RANG:8 40 EAST, TOGETHER WITH RIGHT OF INGRESS AND EGRESS TO LOT OVER AND ACROSS THE FOLLOWING DESCRIBED STREET, TO -WIT, BEGINNING AT THE NE CORNER OF THE NE 1/4 OF THE NW 114 OF THE NE 1/4 OF SECTION 7, TOWNSHIP 35 SOUTH, RANGE 40 EAST; RUN WEST 125 FEET TO THE POINT OF BEGINNING; FROM SAID POINT OF BEGINNING CONTINUE WEST 50 FEET TO A POINT, THENCE TURN AND RUN SOUTH 196 FEET TO A POINT; THENCE TURN AND RUN EAST 50 FEET TO A POINT, THENCE TURN AND RUN NORTH 196 FEET TO THE POINT OF BEGINNING; SAID REAL PROPERTY IS ALSO DESCRIBED AS FOLLOWS: THE SOUTH 57 FEET OF THE NORTH 196 FEET OF THE WEST 125 FEET OF THE EAST 300 FEET OF THE NE I/4 OF THE NW 1/4 OF THE NE 1/4 OF SECTION 7, TOWNSHIP 35 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. AND BEGINNING AT THE NE CORNER OF THE NE 1/4 OF THE NW 1/4 OF THE NE 1\4 OF SECTION 7, TOWNSHIP 35 SOUTH, RANGE 40 EAST, TURN AND RUN WEST 175 FEET TO A POINT, THENCE TURN AND RUN SOUTH 196 FEET FOR POINT OF BEGINNING; FROM SAID POINT OF BEGINNING CONTINUE SOUTH 28.5 FEET TO A POINT, THENCE TURN AND RUN WEST 125 FEET TO A POINT; THENCE TURN AND RUN NORTH 28.5 FEET, THENCE TURN AND RUN EAST 125 FEET TO THE POINT OF BEGINNING, BEING OTHERWISE DESCRIBED AS THE NORTH 1/2 OF LOT 14 OF AN UNRECORDED PLAT OF METZGER ROAD SUBDIVISION OF THE NE 1/4 OF THE NW 1/4 OF THE NE 1\4 OF SECTION 7, TOWNSHIP 35 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY. FLORIDA. TOGETHER WITH RIGHT OF EGRESS AND INGRESS TO LOT OVER AND ACROSS THE FOLLOWING DESCRIBED ROAD; BEGINNING AT THE NE CORNER OF THE NE 1/4 OF THE NW 1\4 OF THENE 1/4 OF SECTION 7, TOWNSHIP 35 SOUTH, RANGE 40 EAST, TURN AND RUN WEST 125 FEET FOR POINT OF BEGINNING; FROM SAID POINT OF BEGINNING CONTINUE WEST 50 FEET TO A POINT, THENCE TURN AND RUN SOUTH 253 FEET, THENCE TURN AND RUN EAST 50 FEET TO A POINT, THENCE TURN AND RUN NORTH 253 FEET TO THE POINT OF BEGINNING. STATE Or FLQRIDA ST. LUCIE COUNTY MIS I rRI OR01 Date: Property Appraiser - Stjuci(-, Count --FL ti Page 1 of 1 4 tin- 507 N 44 ST 07:35S,40E 24/07N ZM.47-10: RS-4 Owner: Elliott J Virgin Sr 507 N 44th St Fort Pierce FL 349474750 8f2311994 39000 01 W6, 711/1985 37000 00 CV 10/1/1982 0 01. CV 10/1/1981 0 01 CV -,CARD ,0 F a 2407-121-0012-000-4 19814 SF Res Saint Lucie County . . . . . . . . . 7354OS85 . .6 FT OF N 224.5 FT OF W 125 FT OF 12 300 FT OF NE 1/4 OF Nw, 114 OF NE 114 (0-25 AC) (OR More... 20138118700Pcres: 0.25 ,2 .00 0916/2719 a 30890 19400 ' .0471/1248 0 919 SqFt 038510417 Ex —,-n }t 25000 036611075 T z" " <.a 5890 , F a � -,, 119.16 TG -Tar & Gravel FS - Flat/Shed HD - HD 1958 VS Grada: D-D ..... . .... 0010 - I story 1 Sa," all* AV -AVERAGE WB - WB 2 SP ing Pine 0 0 0 0 Y 1 160 AV AV 1979 1 0100-SF Res 310 -Sq Feet. 10688 CHAINLINK 4! THIS INFORMATION IS BELIEVEDTO, BE CORRECT AT THIS TIME BUT IT IS SUBJECT To CHANGE AND IS NOT WARRANTED. 8/9/2013�� ri lf._ilr_,/Tfaslc/nre.a�go?,Drclid=240712100120004 Property Appraiser - St.Lucie County, FL Page 1 of 1 PROPERTY RECORD CARD Elliott J Virgin Sr Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification ��UCIE CO Site Address: 507 N 44 ST Sec/Town/Range: 07 :35S :40E ParcellD: Account #: 2407-121-0012-000-4 19814 ��Gy y� ! Map ID: 24/07N Use Type: SF Res Zoning: RS-4 City/Cnty: Saint Lucie County 7. Ownership and Mailing Owner: Address: Sales Information Date Price 8/23/1994 3900 7/1/1985 3700 10/1/1982 10/1/1981 Elliott J Virgin Sr 0 0 0 0 507 N 44th St Fort Pierce FL 34947-1750 WPM& Code Deed 01 WD 00 CV 01 CV 01 CV Legal Description 7 35 40 S 85.5 FT OF N 224.5 FT OF W 125 FT OF E 300 FT OF NE 1/4 OF NW 1/4 OF NE 1/4 (0.25 AC) (OR More... Assessment 2013 Book/Page 2013 TRIM: 37700 0916 / 2719 Assessed: 31415 0471 / 1248 Ag.Credit: 0 0385/0417 Exempt: 25000 0366 / 1075 Taxable: 6415 Taxes: 129.92 BUILDING INFORMATION Exterior Features View: - RoofCover: ExtType: HD -HD YearBlt: Grade: D - D EffYrBlt: StoryHght:' 0010 - 1 Story No.Units: Interior Features BedRooms: 2 Electric: FullBath: 1 HeatType: 1/2Bath: 0 HeatFuel: %A/C: 0 %Heated: Special Features and Yard Items Type Y/S Qty. Units Qual. Cond FEN4 - CHAINLINK4' Y 1 180 AV AV Total Land and Building Land Value: 18700 Acres: 0.25 Building Value: 19000 Finished Area: 919 SgFt TG - Tar & Gravel RoofStruct: FS - Flat/Shed 1958 Frame: - 1970 PrimeWall: VS - Vinyl Siding 1 SecWall: - AV - AVERAGE PrmintWall: WB - WB AvgHt/FI: - Prm.Flors: SP - Sing Pine 0 %Sprinkled: 0 Land Information YrBlt. No. Use Type Type Measure 1979 1 0100-SF Res 310 -Sq Feet 10688 Depth THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. Oro ` � 30! 2l,'13 l http://www.paslc.org/paslc/prc.asp?prelid=240712100120004 8/30/2013 Florida Power& LightCompany. Augu6t,.28; 2013 Faye Fitzpatrick A. THOMAS OONST INC. ATC6NST06@YAHOQ.COM Re: 507 N. 44th St Ft Pierce: Dear Faye: Thankyou for contacting FPL early in yourplanning process. This will help you to achieve your desired schedule for your project at.above locations. At -the present -time FPL has sufficient: capacity to provide electricservice,to your property. L look forward -to developing a good working 'relationship with you. an FPL Group Company STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (A Thomas Construction Inc) PROPERTY ADDRESS: 507 N 44th St Fort Pierce, FL 34950 PERMIT #: 56-SF-1 494644 APPLICATION #: AP1120086 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR917149 LOT: BLOCK: SUBDIVISION: PROPERTY ID #: 240712100120004 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ] GALLONS / GPD Septic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY /.[ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 334 ] SQUARE FEET Drainfield SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [x] MOUND [ ] I CONFIGURATION: [ ] TRENCH N F LOCATION OF BENCHMARK: 1ft a of ed I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE IL DI l' T H E R [x] BED [ ] of road 6 ft s of north lot line [ 1.00 ] [ INCHES FT ] [ ABOVE BELOW ] BENCHMARK/REFERENCE POINT [ 5.00 ] [ INCHES FT ] [ ABOVE BELOW ] BENCHMARK/REFERENCE POINT .LLL 1tLWU11tP:U: L LL.UUJ 1NL;r115.1." 15AUAVA'1'lUN A-MWU-LAZLJ: L J LMk_nZ0 The system is sized for 2 bedrooms with a maximum occupancy of 4 persons (2 per bedroom), for a total estimated flow of 200 gpd. The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with s. 64E-6.013(3)(f), FAC. SPECIFICATIONS BY: Ap ew R�Gatewood TITLE: Environmental Specialist II APPROVED BY: / J,..a-""" TITLE: Environmental Specialist II St. Lucie CHD Andrew R Gatewood DATE ISSUED: 09/18/2013 EXPIRATION DATE: 03/18/2015 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.4 AP1120086 SE908268 1 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN # A02, Tallahassee, Florida 32399-1703. The Agency Clerk's facsimile number is 850-41.0-1448. Mediation is not available as 'an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a'final order. Should. this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court: The notice must be filed within 30 days of rendition of the final order. Florida Building Code Online Page 1 of 6 • B A C. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats � Facts Publications F C Staff BCIS Site Map Links Search Business Professional V .¢0.f Product Approval —�— USER: Public User Product Approval Menu > Product or Application Search > Application List > Application FILE FL # iF. MOD Application Type Revision Code Version 2010 Approved *Approved by DBPR. Approvals by DBPR shall be.reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 650 West Market Street Gratz, PA 17030 (717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Wind—+ =;Z1 Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist— Hardcopy Received Standard AAMA 506 AAMA 506 AAMA/WDMA/CSA 101/I.S. 2/A440 AAMA/WDMA/CSA 101/I.S. 2/A440 Product Approval Method Method 1 Option A http//www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhVRQ.. Year 2006 2008 2005 2008 8/14/2013 Florida Building Code Online 1 Page 2 of 6 Date Submitted Date Validated ` - Date Pending FBC Approval Date Approved w Summary of Products r.n to Pane lb 11/13/2012 11/14/2012 11/19/2012 4b 49 Page 1 / 216 16 FL # Model, Number or Name Description 15447.1 185 SH 36x84 Fin Frame Insulated Laminated, Non -Impact. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +55/-55 10/06/2015 Other: H-1155. Glass was bedded in Pecora 896 silicone Installation Instructions sealant. Verified By Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 540TA2 M 11107 36x84 Fin Frame Insulated Laminated Glass, Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use o is de HVHZ: Yes Impact Resistant Y1e Quality Assurance Contract Expiration Date Design Pressure: 55/=S5 09/13/2014 Other: H-R55, Missi a evel D, Wind Zone 3. Glass is Installation Instructions bedded in Pecora 896 silicone. FL15447 R2 II 08-01389 512007.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes - Evaluation Reports Created by Independent Third PartyYes 15447.3 185 SH 36x84 Flange Frame Insulated Laminated Glass Limits of Use I Certification Agency Certificate - , Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 09/13/2014 Other: H-1155. Missile Level D, Wind Zone 3. Glass was Installation Instructions bedded in Pecora 896 silicone sealant. FL15447 R2 II 08-01389 512007.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 15447.4 185 SH 36x84 Flange Frame Insulated Laminated non -impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +55/-55 10/06/2015 Other: H-R55. Glass was bedded in Pecora 896 silicone sealant. Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 15447.5 185 SH 5202 Flange Frame Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No - Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +55/-55 11/30/2015 Other: H-R55 Installation Instructions FL15447 R2 II 08-01511 (NI) 512138.Ddf Verified By: Luis R. Lomas, PE PE-62514 a httli://www.floridabuilding.org/pr/pr� 8/14/2013 ANCHORS TO BE EQUALLY SPACED REFER TO CHARTS FOR NUMBER OF ANCHORS M: REQUIRED Window Height (i n) Flea 24.00 2 30.00 2 36.00 2 42.00 2 48.00 2 54.00 2 60.00 2 66.00 2 72.00 2 ,X FRAME WIDTH I 3" MAX 72" MAX FRAME HEIGHT 3" MAX G FLANGE AND FINLESS FRAME 'XTERIOR VIEW ITING IMPACT RATING NONE d ONS RF0LlIQrb FOR FRAME INSTALLATION Window Width (in) 10 Jamb 36.00 Head I Jamb 42.00 Head Jamb 48.00 Head Jamb 52.00 Head Jamb 3 313 3 3 3 3 3 3 3 3 3 3 3 313 3 3 4 3 4 3 4 3 4 3 4 4 3 43 4 3'r 4 3 4 4 3 4 3 4 3 4 3 4 5 3 5 3 5 3 5,3 5 5 3 5 3 5 3 5 3 5 6 3 6 3 6 3 6 3 6 6 3 6 3 6 3 6 4 6 REVISIONS DESCRIPTION DATE I APPROVED 5/8 9/32" 3/32" ANN 3/32" ANN .090" PVB BY DUPONT 1/8" ANN 3/32" ANN 090" PVB BY DUPONT 3/32" ANN BUTYL REINFORCED SILICONE SILICONE ALUMINUM SPACER SYSTEM SETTING BLOCK 1/2" BITE SETTING BLOCK 1/2" BITE EXTERIOR IN IRET OR EXTERIOR INTERIOR IOR GLAZING 8 GLAZING A Msso IWDOWESTMARKETS D DOORS Ri11LIo9�% STREET GRANTZ, PA 17030-0370 \\\`J\S ` v,•'\GENq� •S%� SERIES 185/3185 SINGLE HUNG ALUMINUM WINDOW = ie• 0�.6951 52 X 72 NON -IMPACT ELEVATION AND GLAZING DETAILS O; STATE OF ICU DRAWN: DWG N0. REV '�FS'c<ORIOP G��\� 08 50 1 - �//M/ONA 11 'e"z E51 SCALE DATE NTS 04/17/12 2 OF 5 A MASONRY/CONCRETE BY OTHERS 1X BUCK TO BE PROPERLY SECURED CAULK BETWEEN FLANGE AND BUCK 2 5/8" MINIMUM EDGE DISTANCE o •' 'v � BEDM v 1/4" MAX. SHIM INTERIOR EXTERIOR SILL TO BE SET IN A BED OF PERIMETER APPROVED SEALANT CAULK STOOL BY OTHERS BY OTHERS MASONRY/CONCRETE OR PRECAST SILL BY OTHERS 2X BUCK OR WOOD FRAMING BY OTHERS TO BE PROPERLY SECURED CAULK BETWEEN FLANGE AND BUCK #10 WOOD SCREW Ea 1 3BE/8" MIN. EMDMENT 1/4" MAX SHIM INTERIOR (� SILL rLTO BE SET B IN A BED OF APPROVED SEALANT PERIMETER CAULK 1/4" MAX. SHIM BY OTHERS 2X BUCK OR WOOD FRAMING BY OTHERS TO BE PROPERLY SEECURED VERTICAL CROSS SECTION VERTICAL CROSS SECTION MASONRY/CONCRETE FLANGE INSTALLATION 2XBUCK OR WOOD FRAMING FLANGE INSTALLATION 1X BUCK TO BE PROPERLY SECURED7L1 1/4" MINIMUM EMBEDMENT 3/16" TAPCON MASONRY/CONCRETE MAX. SHIM BY OTHERS INTERIOR INTERIOR 2 5/8" a MINIMUM IIIJJJ � EDGE EXTERIOR DISTANCE 3/16" MAX. SHIM JAMB CROSS SECTION MASONRY/CONCRETE FLANGE INSTALLATION REVISIONS DESCRIPTION DATE I APPROVED 1 3/8" MINIMUM EMBEDMENT 2X BUCK OR WOOD FRAMING BY OTHERS TO BE PROPERLY SECURED AND M650 IwDOWEST IiL10 �- #10 WOOD SCREW SDOORS M TREET `\\� St►R ,�i// � v •��CEN,q- -y GRANTZ, PA 17030-0370 SERIES 185/3185 SINGLE HUNG ALUMINUM WINDOW ^� • �Go,.S951 : k 52 X 72 NON -IMPACT EXTERIOR FLANGE INSTALLATION DETAILS TAT OF ; eu DRAWN: DWG N0. REV F•'cCpR10'JAMB • 2XBUCKORWOODFRAOSS MINGSLANGE�NSTALLATION sMsLE DATE 08 sOEr 11 ,///ss�ONAG\\\ NTS 04/17/12 3 OF 5 #6 WOOD SCREW 3/8" MIN EDGE DISTAL` 1 1/4" MIN. EMBEDMENT WOOD FRAMING WOOD FRAMING BY OTHERS OR 2X BUCK BY OTHERS 1/4" MAX. SHIM SPACE EXTERIOR INTERIOR I I I I 3/8" MIN EDGE DISTANCE #6 WOOD SCREW GIVIOLUIVI LIV I VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK NAIL FIN INSTALLATION HEAD AND SILL SHOWN, JAMBS SIMILAR NOTE.' INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. APPROVED SEALANT #10 WOOD SCREW 1/2" MIN. I EDGE DISTANCE 1 3/8" MIN. EMBEDMENT 1 1/4" MAX. SHIM SPACE EXTERIOR I INTERIOR I I I I APPROVED SEALANT 1/4" MAX SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS REVISIONS REV DESCRIPTION DATE I APPROVED 1 3/8" MIN. EMBEDMENT 1/2" MIN. EDGE DISTANCE #10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. SHIM SPACE WOOD FRAMING BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK FINLESS INSTALLATION 1/4" MAX. r SHIM SPACE EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK FINLESS INSTALLATION DOORS Msso WINDOWESTS 111i1L0/// KND STREET GRANTZ, PA 17030-0370 ``\\J\S `� r,•��GEAlq'o9d SERIES 185/31 B5 SINGLE HUNG ALUMINUM WINDOW =4! �10, 261 52 X 72 NON -IMPACT ;��[iy'n(�('(t FIN & FINLESS INSTALLATION DETAILS �y0 , TATE OF ; t4: '/�//;/'js/ONAl1��G�\� DRAW: DWG NO. 08So�410F REV s �ENNTS DAiE 04/17/12 5 2 5/8" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS a 1 • a ° 1/4" MIN. OPTIONAL 1X BUCK ° ° a'• a EMBEDMENT TO BE PROPERLY 14 SECURED SEE NOTE 3 SHEET 1 APPROVED 1/4" MAX. SEALANT SHIM SPACE 3/16" TAPCON EXTERIOR INTERIOR I I I I SILL TO BE SET I IN A BED OF APPROVED SEALANT APPROVED SEALANT I 1/4" MAX. OPTIONAL BUCK SHIM SPACE TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 T CONCRETE/MASONRY 4. BY OTHERS ° n VERTICAL CROSS SECTION CONCRETE/MASONRY FINLESS INSTALLATION s REVISIONS DESCRIPTION 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS ° OPTIONAL IX BUCK a 1/4" MAX. TO BE PROPERLY °' SHIM SPACE SECURED SEE NOTE 3 SHEET 1 a 3/16" TAPCON 0 ° INTERIOR v° c 2N. ° MIN. c , EDGE > DISTANCE , EXTERIOR J� a APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRYFINLESS INSTALLATION NOTE: INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. DATE I APPROVED WINDOWSWESTARKED DOORS Msso IIC10 TI \TREET\\\J\S�tP. 9/// GRANTZ, PA 17030-0370 ` �,,•�\CENS� J+�� SERIES 185/3185 SINGLE HUNG ALUMINUM WINDOW 52 X 72 NON —IMPACT FINLESS INSTALLATION DETAILS , TATE OF •tV ZZ %i�O��S';[OR1QP m;� DRAWN: DWG NO, REV 08 1 50 ES SCALE DATE NTS 04/17/12 5 OF 5 Florida Building Code Online Page 1 of 4 cam- � 4AnCerMs F'I :III i�r rr n G BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map nks Search Business Professional off", U Public User Approval Product Approval Menu > Product or Application Search > Application List > Application Detail FL # IF, Application Type Revision Code Version 2010 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method AwMaSoniteFIntemati0f131 1955 Powls Road West Chicago, IL 60185 (615) 441-4258 sschrelber@masonite.com Steve Schreiber sschrelber@masonite.com maExter o-f,0 ors, , Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Method 1 Option A h4://www.floridabuilding.org/prlpr_app dtl.aspx?param=wGEVXQwtDgtelulwBNbbISc... 8/15/2013 , Florida Building Code Online Page 2 of 4 bate Submitted io/i2/20i1 Date Validated 03/18/2012 Date Pending FBC Approval Date Approved 03/26/2012 IlModel, Number or Name Description 4904.1 Wood -edge Steel Side -Hinged 6'-8" Opaque I/S and O/S Single Door Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistan : Yes 12/31/2014 Design Pressure: +l . - 0 Installation Instructions Other: Evaluated for use tocafons adhering to the FL4904 R5 11 FL0128,2f Florida Building Code Including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 3'-0" x 6'-8" max nominal size. When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See DWG- MA-FLO128-05 for details. 4904.2 Wood -edge Steel Side -Hinged 8'-0" Opaque I/S and O/S Single Door Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes <- Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other ..,-......:.._;,;::;. _ does not exceed the Evaluation Reports design pressures listed. 3'-0" x 8'-0' max nominal size. When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See DWG- MA-FL0129-05 for details. 4904.3 Wood -edge Steel Side -Hinged 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the F_490 �5 LtiFL� 2 .ccsi° Florida;,: .: ::- -I > . including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6=8" max nominal size. When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA- FL0128-05 for details. - 1. . . .. . 4904.4 Wood edge Steel Side -Hinged 8'-0" Opaque I/S Door w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +45.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance .is required, Created by Independent Third Party: Yes hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA- FL0129-05 for details. httn://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSc... 8/15/2013 a�ai4c- SIDE-HINGED WOOD -EDGE STEEL DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL: 111, OM1 II T SELF IGNITION TEMP ASTM 01929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN MIN SMOKE DENSITY ASTM D2843 13.47 TENSILE STRENGTH' ASTM D638 7.50% DIFF • COMPAKAIIVL ItN'ILt SIKGN(Ari Arit" VMMI KIND 4500 HOURS XENON ARC METHOD 1 ®® ®® ®® SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS 149" MAX. OVERALL FRAME MOTH 21 " MAX 36.375" MAX. -D.L.O. PANEL WIDTH-{ MAX. W/ASTRAGAL I FRAMERAME WIDTH N m X x DOUBLE DOOR UNIT W SIDELITES LE Addendnto NO Ce11111Cai97B iiD.: hj ! 06 u Rev lwed By., Dale Rev SINGLE DOOR UNi7 SINGLE DOOR UNIT SINGLE DOOR UNIT WZSIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELI7E WITH SIDELITE DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS I REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING I INSWING OUTSWING X 37.5 + 6 0/L-�7,M R,71" - ..610a +19.0 -19.0 +55.0 -55.0 XX 74 +55-.0 -55.0 -55.0 +19.0 -19.0 +55.0 -55.0 OX or XO 75 +55.0 -55.0 +± -55.0 +19.0 OXO 112.5 -55.0 +19.0 OXXO 1 149 +SS.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 4r 2 V 7 KURT BALTHAZOR FLORIDA P.E. #56533 li LO CC 00 0 0 0� 0 J z -O w aQ z U_ LL1 U') Z I- Lc) U co C� scat£: N.T.S. DWG. BY: $WS CHK. BY: DRAWING NO.: OF � � r 3" SEE DETAI "C" 3" 6"j� L SEE DETAIL �� I- 3" ,.E„ "F' 6" —13" 0 T I I- 31 6" —� li k 3,• �.J B 6" 6"3�j II I 3" 36" -" f N O w IQ a SEE DETAIL a � y1] „D„ } J QO-T Q w w in a a G 6" ;EE DETAIL 0" 6" ASTRAGAL RETAINER BOLT HOLE #8 x 2-1/2" #10 x 2" #8 x 2-1/2" THEMUSTBE DRILLED THRESHOLD THROUGH&NTOTHE #10 x 5/8" ® STRUCTURE DEEP ENOUGH #8 x 2-1/2" #10 x 1" FOR A 1.375" THROW #10 x 5/8" #10 x 3/4" DETAIL "F" ASTRAGAL #10 x 2" DETAIL "E" ASTRAGAL IO (1/8" TEMP. CLASS) FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DOW S95fAu W/ OPTIONAL DECORATIVE INSERT STRIKE PLATE TO FRAME �1�2 'SITE OR BUTYL SPACER MIO DETAIL "D" DETAIL "C" AS SHOWN. TYPICAL Bsx 1-1/z" PHS RevienwedB .T.375" DateKtV*W �_Dow sss T I INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GWZING DETAIL ci� Ln o 0c) U c J � Q Q Q ilt� J Z � � o0 z QU �Lco z Lr) U co �� g ^ bi SCALE: N.T.S. Dwc. ew SWS CHK. Br: r SEE DETAIL "C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS AN L ED THIS UNIT INCLUDE #10 WOOD SCREWS OR /" "" TAPG i N-5 A PHYSICAL SHIM MUST BE PLACED SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT, THE TAPCON MUST ACHIEVE iM11VIMU1Gi MBEDME.ITTT�'JFi�n 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 6"3 I I r 3" --� �-- C w v U a SEE DETAIL } "D" SHT. 2 qll� ` Curt it 2 - fl1 2 � (G 6" 3" C q; -I f 31 I II ! ! I— 6" 6" —I 11 I I If G H II I 6 II ! , 1 A 1111 3" — 3"6' 6" 3° 6" 6" WApnwARF q(,.HFlll II F 0 _1 �_ 3" 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES ', MIN MAX CL �i[SHIM TYPICAL WOOD BUCK ANCHOR INSTALLATION Mo � f ozs" MAX CL -I TYPICAL MASONRY ANCHOR INSTALLATION Q Lc) O Do U p � Q � p fY J Q cf) RO Q z QU ~ �U Z � AdderdlmloNA611 scuE: N.T.S. p Cegifitatbk: a a _ Zy owc. er: SWS Renewed V'' CHK. 9Y: DaleReviewed�__ �,. CRaWING NO.: OF • Florida Building Code Online Page 1 of 3 CAST 5•oZ n! L( Florida Departmentof BCIS Home Log In ' User Registration Hot Topics Submit Surcharge I Stats & Facts Publications ' FBC Staff BCIS Site Map Unks 1 Search 1 Busines Professi ai R User °d"`` USER: Public User Regulation Product Approval Menu > Product or Aoolicatlon Search > Application Ust > Application Detail Of • FL # FL7Q061L5 SECRETARY Application Type Editorial Change Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer OLO ni di 5trie' , MW Address/Phone/Email 40 Hansen Road South Brampton, NON -US L6W 3H4 (708) 496-280D Ext200 rTnetzOOI@tampabay.rr.com Authorized Signature Robert Metz rmetzOO1@tampabay.rr.com Technical Representative Bob Metz Address/Phone/Emall REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 (727)776-5261 rmetzOOI@tampabay.rr.com Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Andy Lodge IKO Industries LTD 40 Hansen Road S. Brampton, FL 33703 (727) 525-0342 rmetzOO1@tampabay.rr.com nolinmnsillb• �Sphaltt5hinglesillimil_ Certification Mark or Listing FM Approvals - CER Locke Bowden W Validation Checklist - Hardcopy Received Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM E108 Method 1 Option A 10/15/2012 Year � 2006 2007 2007 h4://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3K... 8/15/2013 Florida Building Code Online Page 2 of 3 Date Validated 10/17/2012 ~ Date Pending FBC Approval Date Approved 10/29/2012 Date Revised 08/03/2013 Summary of Products I FL * Model, Number or Name Description 7006.1 Cambridge AR and CRC Biltmore AR Laminated architectural fiberglass asphalt shingle manufactured at IKO's Kankakee, IL, Hawkesbury, Ont., Wilmington, DE and Toronto, Ont. plants Limits of Use Certification Agency Certificate ! Approved for use In HVHZ: No FL7006 R5 C CAC 797-07219-267 - FBC ASTM certification letter - Approved for use outside HVHZ: Yes 3-1-2012 . df Impact Resistant: N/A FL7006 R5 C CAC Shinale letter ASTM Compliance - (4-16-2012).Ddf Quality Assurance Contract Expiration Date Pressure: N/A JDesign Other: 12/31/2018 Installation Instructions FL7006 RS II 8TTEFS-2012-01 8 5 x 11 Application Instructions 3-2012. df i FL7006 RS II IKO-089-02-01 IK012001 Application Instruction L tter, df i Verified By: Zach Priest PE 74021 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 1D06.2 flip nQlb! a 12 Ca`p ffberglassrsfiin'§19 Is is a 12" x 12" fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured In Toronto, Ont. and Brampton, Ontario Limits of Use Certification Agency Certificate ' Approved for use In HVHZ: No FL7006 R5 C CAC 797-07219-267 - FBC ASTM certification letter - -1-2012 . df FL70O6 RS_ C CAC Shingle letter ASTM Compliance - (4-16-2012).Ddf Approved for use outside HVHZ* Yes Impact Resistant, N/A Quality Assurance Contract Expiration Date Design Pressure: N/A Other: 12/31/2018 Installation Instructions FL7006 RS II Hit) and Ridge Cap Shinale Installation Instructions.odf FL7006 R5 II IKO-089-02-01 IK012001 ADDlication Instruction Letter. df Verified By: Zachary Priest PE 74021 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 7006.3 Leading Edge Plus Asphalt Shingle Starter One piece fiberglass asphalt shingle used as a starter strip at the bottom Strip of a roof system manufactured in Brampton, Ontario plant Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL7006 R5 C CAC 797-07219-267 - FBC ASTM certification letter - 3-1-2012 . df Approved for use outside HVHZ: Yes Impact Resistant: N/A FL7006 R5 C CAC Shingle letter ASTM Compliance - (4-16-2012).Ddf Quality Assurance Contract Expiration Date Design Pressure: N/A Other: 12/31/2018 Installation Instructions FL7006 R5 II IKO-089-02-01 IK012001 Application Instruction Letter.Ddf FL7O06 R5 II Leading Edge Plus Installation Instructions.Ddf Verified By: Zachary Priest PE 74021 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 17006.4 Marathon 25 AR, CRC Superglass M25AR 3 tab fiberglass asphalt shingle manufactured at IKO's Brampton, Ontario, Hawkesbury Ont., Toronto and Kanakakee, IL plants Limps of Use Certification Agency Certificate i Approved for use In HVHZ: No FL7006 R5 C CAC 797-07219-267 - FBC ASTM certification letter - Approved for use outside HVHZ: Yes 3-1-2012 . df Impact Resistant: N/A FL7006 R5 C CAC Shingle letter ASTM Compliance - (4-16-2012).pdf Quality Assurance Contract Expiration Date Design Pressure: N/A Other: 12/31/2018 Installation Instructions FL7006 RS II IKO-089-02-01 IK012001 Application Instruction Letter.odf FL7006 RS II Marathon 25 AR Installation Instructions,ndf Verified By: Zachary Priest 74021 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: ,.� Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an WEED employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalts provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click ere . Product Approval Accepts: ®® ECheck r http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3K... 8/15/2013 LAMINATED FIBREGLASS SHINGLE 4mo APPLICATION INSTRUCTIONS DIRECTIONS NOTE: SHINGLES MUST BE APPLIED PROPERLY. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THE APPLICATION INSTRUCTIONS FOUND ON THIS WRAPPER. PLEASE USE CAUTION WHEN STACKING BUNDLES ON SLOPED ROOFS. ROOF DECK: Must be smooth, firm, dry and securely nailed. Plywood must be exterior grade, conforming to building code requirements. Half -inch plywood is recommended for best deck performance. The installation of asphalt shingles on dimensional lumber (including shiplap/board decks) is not recommended as it may potentially cause buckling problems. Buckling is not covered by our Limited Material Warranty. REROOFING: Split and re -nail curled or buckled shingles, replace any missing shingles, remove loose or protruding nails, and sweep surface clean. Roof slope should be 1:3 or steeper. For slopes 1:3 to 1:6, see special underlayment requirements outlined below. Never apply asphalt shingles to roof slopes less than 2:12. EAVE PROTECTION: Apply eave protection as per building code requirements, overhanging eaves by a nominal 1/4" minimum and extending up the roof at least 24" beyond the interior wall line. Ice & Water Protector is recommended for best performance, applied according to instructions printed on each box. UNDERLAYMENT: For areas where the roof slope is less than 4" per foot down to 2" per foot, use one layer of ICE AND WATER PROTECTOR, applied according to instructions printed on each box. Alternately, use 2 layers of asphalt saturated felt (or equivalent), the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19". (NOTE: IF THESE PROCEDURES ARE FOLLOWED, SHINGLES APPLIED TO SLOPES 3:12 TO 4:12 WILL BE WARRANTED FOR THE FULL WARRANTY TERM FOR THE SHINGLE. SHINGLES ON SLOPES 2:12 TO 3:12 WILL BE WARRANTED FOR 12 YEARS.) For areas where the roof slope is 6" per foot down to 4" per foot, it is strongly recommended to cover the remainder of the deck with one ply asphalt saturated felt (or equivalent) laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves. CHALK LINES: Sufficient chalk lines should be struck to ensure accurate vertical and horizontal alignment of shingles. Vertical chalk lines every 4 to_5 shingle lengths are recommended. 8TTEFS 01/12 (formerly 3TT/37TSP) page 1 of 12 x y i LAMINATED FIBREGLASS SHINGLE 4X0 APPLICATION INSTRUCTIONS FLASHINGS: Base flashing should be in place before shingles are applied. Cap flashings of sheet metal and base flashing of metal or mineral surfaced roofing should be used at chimneys, skylights, vents, walls and other vertical surfaces and sealed with asphalt plastic cement. Flashing shall conform to the requirements of applicable building codes and good roofing practice. 6 3/8 IVHIL> NAIL LINE — NAILING - STEEP SLOPES/HIGH WIND AREAS Use six nails as shown. �MVA�Wn PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7 3/8" below the top edge, approx. 1 " and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES/HIGH WIND AREAS: For high wind areas, or on slopes of 21 " per foot (600) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1 " diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. When application conditions might limit the effectiveness of the sealing strip, such as in cool weather or in areas subject to high winds or blowing dust, shingle adherence should be ensured through manual sealing as described above. BTTEFS 01112 (formerly 37T/3TTSP) page 2 of 12 LAMINATED FIBREGLASS SHINGLE 40to APPLICATION INSTRUCTIONS To ensure coverage under the High Wind Application Limited Wind Resistance Warranty; - the shingles must be installed with additional nails as above, and - the shingles must have an opportunity to seal or be manually sealed as described above, and - Starter strip shingles must be used at all eaves and rakes. OPEN METAL VALLEY: (FIGURE 1) For longer roof performance, metal valleys are recommended. Complete valley flashing before shingles are applied. Center a 36" width strip of ICE & WATER PROTECTOR (A) in the valley. Ensure flashing is tight to the deck, then fasten with only enough nails to hold in place, nailing at the edges only. Center a minimum 24" wide, minimum 28 gauge pre-finished/galvanized metal valley liner (B) in the valley, and fasten with only enough nails to hold in place, nailing at the edges only. Snap two chalk lines (C) the full length of the valley, 6" apart at the top and increasing in width 1/8" per foot towards the bottom. When the shingles are being applied, lay them over the valley flashing, trim the ends to the chalk line, and cut a 2" triangle off the corner to direct water into the valley (D). Embed the valley end of each shingle into a 3" band of asphalt plastic cement (E), and nail the shingles 2" back from the chalk line, 7 3/8" down from the top edge of the shingle. CLOSED CUT OR WOVEN VALLEYS ARE ALSO ACCEPTABLE. STARTER COURSE: If 3-tab shingles are used, cut off the tabs along a line level with the top of the cutouts, and install the starter course with the factory applied sealant adjacent to the eaves overhanging the rake edge and Fi eaves by a nominal 1/4" minimum. Begin starter course (A) with a shingle cut 4" short so that joints will not coincide with joints between first course shingles. FIRST COURSE: Start with a complete shingle applied flush with starter course at rake and eave (B). Nail as described above and continue across roof with full shingles. SECOND, THIRD AND FOURTH COURSES: (FIGURE 2) Trim off 10", 20", and 30" respectively, from the left end of the starting shingle and apply to overhang rake edge by 1/4" rM 8TTEFS 01/12 (formerly 3TT/3TTSP) page 3 of 12 LAMINATED FIBREGLASS SHINGLE 4jW0 APPLICATION INSTRUCTIONS to 3/8". Continue each course across the roof with full shingles butting ends loosely. Align the bottom edge of the shingles with the tops of the saw teeth of the shingles in the underlying course (C). Note that other offsets between 4" - 10" are permitted. FIFTH AND SUCCEEDING COURSES: Repeat the sequence of the first four courses up the roof. For maximum wind protection, cement shingles at rake edges. HIPS AND RIDGES: (FIGURE 3) Cut strip shingles into individual pieces by dividing at the cut-outs. Bend each piece over the hip or ridge, and nail 6-1/8" above the butt edge, 1 " in from each side, FIGURE 2: UNDERLAYMENT exposing each piece 5-5/8" to the weather. t The final shingle should be set in cement _ __ ___ ___ ___ _ _ _ i~4"_ _ G? and the exposed nail heads of this shingle f should be covered with cement. Prior to 2" application in cold weather, store hi and '- 30" PAVE PP P r20„, PROTECTION ridge shingles in heated area to allow for l -.10" Q easier bending. �, p METAL _ r, DRIP EDGE NOTE. To obtain a three-dimensional effect (which is recommended but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another (slightly offsetting the shingles 3/4" in exposure; see diagram, beside). B A FIGURE 3: 1" l� 5-5/8" NAIL 8TTEFS 01/12 (formerly 3TT/3TiSP) page 4 of 12 Florida Building Code Online i Page 1 of 4 0 ue w m*Nip BCIS Home Log In User Reglstration Hot Toplcs Submit Surcharge Slats & Facts Publlcatlons FBC Staff BCIS Site Map Links Search Business uPublic () Nak-� Professional UApprovalser USER: Product Approval Menu > Product or Application Search > Application List > Application Detail FL # 15847-R1 Application Type Revision Code Version 2010 Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Ply Gem _ . . Gcau MW 2405 Campbell Road Sidney, OH 45365 (937)498-6720 alan.hoying@plygem.com Alan Hoying alan.hoying@plygem.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Allen N. Reeves PE-19354 Architectural Testing, Inc. 12/31/2014 Rene I.Quiroga, PE Validation Checklist - Hardcopy Received Standard Year ASTM D-4477 2004 TAS 202 1994 TAS 203 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquegl %2bT71 %... 8/14/2013 Florida Building Code Online Page 2 of 4 C Product Approval Method Method 1 Option D Date Submitted 03/26/2013 Date Validated 03/27/2013 Date Pending FBC Approval 04/15/2013 Date Approved 06/11/2013 FL # Model, Number or Name Description 15847.1 D5 Mastic Pro SeriesVinyl Soffit 10" Vinyl Soffit Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By Allen N. Reeves 19354 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Product Evaluation Report for Design " Pressures. Created by Independent Third Party: Yes 15847.2 11mastic Endurance 12" Alum. Soffit Double 6'-._ Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes " Verified By Allen N Reeves 19354 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Product Evaluation for Design Pressures. _. iCreateid�-bv'Independent Third Party. Yes 15847.3 Mastic Endurance D6 Alum. Soffit 12" Aluminum Soffit Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By Allen N Reeves 19354 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Product Evaluation for Design Pressures. Created by Independent Third Party: Yes 15847.4 JIMastic Envoy 12" Aluminum Soffit D6 Aluminum Soffit Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By Allen N Reeves 19354 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Product Evaluation for Design Pressures. Created by Independent Third Party: Yes 15847.5 Mastic Envoy 12 Aluminum Soffit D6 Aluminum Soffit Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified 19354 linN.Reeshl Impact Resistant: N/A Created by Independent Yes Y Design Pressure: N/A Evaluation Reports Other: See Product Evaluation for Design Pressures. - - Created by Independent Third Party: Yes 15847.E Mastic Envoy 6" Aluminum Soffit 6" Aluminum Soffit Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Allen N Reeves 19354 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Product Evaluation Report for Design http://www.floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDquegl %2bT71 %... 8/14/2013 Florida Building Code Online I I Page 3 of 4 Pressures. Created -by-independent Third Party: Yes 15847.7 [Mastic Envoy Quad 4 Aluminum Quad 4 Aluminum Soffit Soffit Limits Limits of Use Installation Instructions Approved for use in HVHZ: No . ..... ' Approved for use outside HVHZ: Yes Verifled By: Alien N. Reeves 19354 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Product Evaluation for Design Pressures. . .... ..... Created by Independent Third Party: Yes 15847.8 11soffit Mastic Pro Series Beaded Vinyl Triple 2 2/3 Soffit Limits of Use Installation Instructions Approved for use In HVHZ: No . 11 . - .1. Approved for use outside HVHZ: Yes Ve ri fled By: Allen N Reeves 19354 Impact Resistant: N/A Created by Independent Third Patty: Yes Design Pressure: N/A Evaluation Reports Other: See Product Evaluation for Design Pressures. A . Created by Independent Third _ Party: . .. . . Yes 15847.9 JlVlastilc Pro Tech Plus D5 Vinyl 10" Vinyl Soffit Soffit Limits Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verifled By: Allen N. Reeves 19354 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Product Evaluation for Design Pressures. : ..... ..... . b . y Independent Third Party- Yes .Created 15847.10 Mastic T4 Economy Aluminum Economy 11sciffit Triple 4 Soffit Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verifled By: Allen N. Reeves 19354 Impact Resistant: N/A Created by Independent Third Party; Yes Design Pressure: N/A Evaluation Reports Pr ssur Other: See Product Evaluation for Design Pressu Created by Independent Third Party- Yes 115847.11 7jMast1c T4 Pro Series Vinyl Soffit Triple 4 Soffit Limits of Use - Installation Instructions Approved for use In HVHZ: No . ..... ...... . ..... Approved for use outside HVHZ: Yes Verifled By: Allen N. Reeves 19354 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports "..' Other: See Product Evaluation for Design Pressures. ;-: % �. .. _. Created by Independent Third Party: Yes 15847.12 JIMastic T4 Univeral Vinyl Soffit 112" Vinyl soffit Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By. Allen k.'Reeves 19354 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Product Evaluation Report for Design . Pressures. id ........ ... . . ....... Created by Independent Third Party: Yes 15847.13 le Mark DS Vinyl Soffit 10" Vinyl Limits of Use Installation Instructions Ij Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Allen N. Reeves 19354 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports ther: See Product Evaluation Report for Design r. S Pro' Other: Pressures. .......... . htti)://www.floridabuilding.orglprlpr�-appjtl.aspx?param7-wGEVXQwtDqueql%2bT71%... 8/14/2013 Florida Building Code Online Page 4 of 4 % 15847.14 Mastic Ventura Vinyl Soffit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See Product Evaluation Report for Design I Created by Independent Third Party. Yes Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-20MState of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emaiis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: F ri RE x'. lll'Il1 httD://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquegl%2bT71%... 8/14/2013 ALWWApLEDEffGNVVDJDPRESSURR$INPSF. SHORT SPAN TABLE ' MASTIC EAVE WIDTH IN INCHES 10" 12" +135.3 16" +96.6 SOFFIT TYPE ENVOY (ALUMINUM) 12°,NABS +169.1 SV0121420,8VO12V20 -169.1 -135.3 -96.6 +96.6 ENVOY (ALUMINUM Ir. STAPLES +169.1 ' +1353 SVOt21120, SVG12V20 -177.0' -141.6 -101.1 +193.7 ENVOY (ALUMINUM)61.NAILS +338.2 +270.6 SVO6N,9V(16V -338.2 -270.6 -193.7 ENVOY (ALUMINLIM)6",STAPLES +338.2 +270.6 +193.7 SVOW SVO6V -354.0 -283.0 �/ -202.2 A 1R•IDURANCE (aLt>AmsUt.012 , NAE•s +142.4.- +113.9 +81.4 SVON420144, SVGV420144 -142.4 -113.9 - -81.4 ENDURANCE (ALUt DW?,Q W, STAPLES +142.4, +113.9 +81.4 SVGN420144, SVOV420144 -177.0 -141.6 -101.1 ENVOY(ALU)M1NUW Ir, NAILS+169.1 +135.3 +96.6 SAS12219,LFAS12219,SAS12319.LCAS12319, IFA912319SAX12219T IFAX12219T -169.1 -135.3 -96.6 ENVOY (ALUMRNUM)12-, STAPLES +169.1 +135.3 +96.5 SA512219, LFAS12219, SAS12319, LCASI2319. IFAS12319 SAX122191rLFAXI2219T -177.0 -141.6 -IOL1 ENVOY QUAD(ALUMINUM) te, NAILS +126.8 +101.5 -+72.5 SA916419,LCAS16419, . -126.8 -101.5 +101.5 -72.5 ENVOY QUAD (ALUMDMO 6".STAPLES +126.8 +72.5 SAS164t9,LCA816419, -132.8 .106.2 ENDURANCE (ALUMBRIM)12^, NAILS +142.4 +113.9 +81A SAS12216,LPAS122I6,SAS12316,LCAs12316, LPAS12316 -142A -113.9 -81.4 ENDURANCE(ALUMRNU6n tr STAPLES +142.4 +113.9 +81.4 SAS12216,IFAS12216.SAS12316,LCAS12516, LFA912316 . -177.0 -141.6 +916 -101.1.1 ECONOMY (ALUMINUM) SOFFIT Ir. NAILS +115.7 +66.1 SAS 12313, LFAS12313, LCAS123 11 -115.7 -92.6 -66.1 ' ECONOMY (ALUMDRM 90FPIT.1r, STAPLER +115.7 +92.6 +66.1 9A912313,IFAS12313,LCAS12313 _177.0 -141.6 -101.6 VENTURA-(VINYL) IV, NAILS +227.3 +181.8 +1299 j HVSIOV,HVSION .-80.1 -64.1 .45.8 VENTURA- (VWn)10^,STAPLES +227.3 +181.8 +129.9 nvslov,BVSION -95A -76.3 • -545 PRO-SM.IUESBEADED(VRNYL)r.NAEs +206.6 +165.3 +116:1 PBS80N,,PBS80V 91.4 72.8 -52.0 ' ERIES BEADED (VINYL) S^, STAPLES +206.6- +165.3. +118.1 PB980N,PBSSOV -108A -86.8 -62.0 PRO -SERIES (VINYL) 10^,NAILS +237.6 +190.1 +135.8 ' Pss101, P9slov -83:7 -67.0 +190.1 -47.9 PRo,gm ES (vwn.)10", STAPLES +237.6 .+135.8 PSSION,PSSIOV -99.8 -79.8 +165.3 -57.0 PROSE= (VWn)12", NAILS +206.6 +118.1 PISI2N, PTSI2V, PIS12CV -60.7 -48.5 -34.7 PRO -SERIES (VINYL)Ir. STAPLES +206.6 +165.3, +118.1 PTSI2N, PrS12V, M12CV . -72.3 -57.8 -41.3 UNIVERSAL (VE9Y1.)Ir. NAILS +185.9 +148.8 +106.3 UVS12N Uvs12P,UVS12CP 546' -43.7 -31.2 -71 UMVR (V1NYL)12 , STAPLES +189 9 +148,8 +106.3 uvslN uvslzP UVS12CP, j _ .-52-1.. _ 3Z2... TRADE MARK(VWn) 11r.NABS +206.6 +165.3 +118.1 TRMs10N,TRMSIOV -72.8 -58,3 -41.6 TRADE MARK (VINYL) 10. STAPLES +206.6 +165.3 +118.1 TRMSION,TRMSIOV' -86.8 -69.4 49.6 PROTECT PLUS(vDm) iv. NAILS +2D6.6 +165.3 +118.1 PTSION, PTSIOV -72.8 -58.3 1 -41.6 PROTECT PLUS (VINYL) 10^.STAPLES ,- +206.6 +165.3 .+118.1 PTS1ON:P !IIOV •. 86.8 69.4 49.6 D01ai15.tbat o with tbi5 table appear on Sheet 1 OU AJ'fE/YERS' /p ACN. NA/L y lVl.'J9RE PE L0/1.a IlooFANG . NA/(.S..WIrX'Lr/ J/jAN/1(S,AND/� N,E�D,S� OR,STAPf,E.r WIT�I. �r LONG LEGS ANO., y` ► £l6 d4dE) � SEE' TRBLES TiMA4ER .. � i 2X¢:Woao daclA.... i.Ns Q[oe/( i .... _ ''� ....... !•tip LL. .. _ J. - TATce • ,. � .':..�.:(,.;. :.:.: _:I ..�� ... '.TC'E TAiLBS•' . :. .. fy, ¢M,/INNE,L.y ---- ..,_ MdTpL. SCC TAQN.eS FHeNANNE� W!r cAJE MASONN P•Af •" :,�LOC/f Wj1LL SAMrB qt' AT )rAdt/A M"A/M ; .. ,• � ` KAAv�NE.b,aT:�R.STyd - :.,., _.. .. ... CA VC; N/JaTN NA/LS 'O 09i• .�X LONG . Ave • NiIaTR u SEE $S TAAi.L° ALTERNATE.' WALL C?dTXn_ . S36 TABLES @ 2¢ MAJtIM►!M,Sf'ACIKG.. " • �"' �� r' � NoT To :rt7A46 ;y'dFF/TS LviTH MAsoiyRV �,BLoc/( •- t�iR LL.S.� , No7T • ... ..... ;.. .. ..: ,770 SCA LSE. F'Iff /E14S AT BA�N.A/A/L, TIM88R fraAM/+� N jv! T E//I411t /iNGON6 e2sthAAx, FAd-reNtRS AT'GA,cN N.1/6 NGM .{Q f. - S N!fTjJ� G7TAEA %Lrr LOAF G A90 FIN 0 ' �fyA.VrKJ..A+�a 3L,ri NEAbA Nets. wrrN°'� SNArJKs'. ;OA, STi�PLEt WITH r ANC P, '10 w 4 ox, .OR: I p /Do(k2Z r '5rAPLE3 L.oNG [_£GS All o - .C/L GA,Cc�. SE'. - ... •' gN j/cGAca� �j FRdMIIVG FAscIA •• 8or4Rd I xZ BoARo' �'' � •. ' JrAe/A WALL A�f-ASClA'„• r WA" T(A) ,•YkIM . , .. U1AKN8t.'. F. to cNANNE'.L 'S6! TABCES-' AVE Lv/DTH'SEE TA/LES ° ' • .CEfi .. 7A8N. FAtTfNawr �SPAeOrG .. -�: ..... ..; ...•.. .." ... SAME Ar A7 W*IA • ..- •' . SOFFIT W17-H WDOD FRANEb WALL ti SoFF1T ►NPn ' Roor %RAM/JV6 . . NOT TO SCAL Nor TO.: SCALE . . � ``\`�ptttuulllHrp//rip E'N 5 �6 �•,� No..19354• >` ZY AIA AcII 'I 0J3= - Allen-N. Reeves, P.E.Structural Engineer Florida License 03! 4 3•. STATE .OF ; ���• HR Englneering, Inc. DATE:1� NQU 2012 , PROJECTNO ///000203gHEET / '0F__:?-_ _ u °' CLIFM: MA_S5 W.E BY A 4A_9 _ PRWEM1 MF'/yI15/C^..�©FELTS-FLORIDA ALLOWABLE DESIGN WIND PRESSURES IN PSF LONG SPAN TABLE MASTIC F.AVE WIDTH IN INCHES 12" 15" 1 19" 21" 24" SOFFIT TYPE ENVOY(ALUMMINO 127, NAILS +288.0 +170.4 +112.5. +79.8 +59.5SV012N20, SVG12V20 -275.3 -162.9 -107.6 -76.3 56.9 ENVOY (ALUMINUM) IT'. STAPLES +288.0 +170A +112.5 +79.8 +59.5 SVOI2N20, SVG12V2a -2753 -162.9 -107.6 -76.3 -569' ENVOY(ALUNIKUK6^,NABS +576.0 +340.9 +225.0 +159.6 +11910 SVG6N, SVG6V -550.7 -325.8 -215.1 -152.5 -113.8 . ENVOY (ALUM MUNO V, STAPLES +576.0 +340.8 +225.0 +159.6 +119.0 SVG6N, SVG6V ' -550.7 ---325.8 -215.1 -152.5 1. -113.8 ENDURANCE (ALUMINEM Ir, NABS +2425 +143.5 +94.7 +67.2 +50.1 SVGM20144, SVGV420144 -231.9 -137.2 -90.6 -64.2 147.9 EMDURANCE(ALUMLNUAI)Ir, STAPLES +242.5 ;+143.5 +94.7 +67.2 +50.1 SVGN420144, SVGV420144 -231.9 -137.2 -90.6 -64.2 47.9 ENVOY (ALLIMB4UM)12",NAILS +288.0 +170.4 +112.5 +79.8 +59.5 SAS12219,LFASM19,SAS12319,LCAS12319, -2753 -162.9 -107.6 -76.3 -56.9 IFAS12319 SAX12219r, LFAX12219r ENVOY (ALUMINUM) Ir, STAPLES +288.0 +170.4 +1125• • .+79.8 :+59.5 SAS12219,IFASI2219,SAS 12319,LCAS12319, 275.3 -162.9 107.E 76.3 56.9 LEAS12319 SAX12219T EFAX122191' ENVOY QUAD (ALUMINUM 16", NABS +216.0 . +127.8 +84A +59.8 +44.6 SAS16419, LCAS16419, -206.5 -122.2 -80.7 -57.2 42.7 ENVOY QUAD(ALUMBv1m016",STAPLES +216.0 +127.8 +84.4 +59.8 +44.6 . • SAS16419,LCAS16419, -206.5 -122.2 -80.7 -57.2 42.7 ENDURANCE (ALUMENUM)Ir. NAILS +242.5 +143.5 +94.7 +67.2 +50.1 SAS12216,LFASt2216,SAS12316,LCAS12316, -231.9 -137.2 -90.6 -64.2 47.9 IFAS12316 ENDURANCE(ALUMINEZI) 2",STAPLES +241.5 +143.5 +94.7 +67.2+50.1 SAS12216; LPAS12216, SAS12316, LCAS12316, -231.9 -137.2 -90.6 -64.2 -47.9 1FAS12316 LiCONOMY(AWMNUM) SOFFIT Ir, NAILS +197.1 +116.6 +77.0 +54.6 440.7 SASI2313, LPAS12313, LCAS12313 -188A -111.5 -93.6 '-52.2 -38.9 ECONOMY (ALUMINUM) SOFFIT Ir, STAPLES 197.1 +116.6 +77.0 +54.6 +40.7 SAS12313, IFAS12313,IAAS12313 -188.4 -111.5 -73.6' -52.2 -38:9 VENTURATM (VINYL)10", NABS +329.2 +194.8 +128.6 +912 +68.0 BvstOV,BVSION -73.8 -56.8 46.1 -38.8 -33.6 VENTURA- (VDM) Ir, STAPLES +3292 +194.8 +128.6 +91.2 +68.0 HVSIOV,EVSION -76,3 • -58.7 -47.7 402 1 -34.7 PRO -SERIES BEADED (VISM) 8-, NAILS +374.1 +221.4 +146.1 +103.6 +773 PBSSON,PBsSOV • -83.9 '-64.5 -52.4 -44.1 -38.1 PROZERIES BEADED (VINYL) r. STAPLES +374.1 +221,4 .+146.1 +103.6 +77.3 PBSSON;PBS80V -86.76• -66.7 -342 45.7 -30.4 PR04ERIES (VINYL)10", NABS .+344.2 +203.7 +134.4 +95.3 +71.1 PSS10N, PSSIOV -772 -59.4. 48.2 40.6 -35.1 PROS (VDm)10", STAPLES +344.2 +203.7 +134.4 +95.3 +71.1 PSSION,PSSiOV. -79.8 •61A -49.9 -42.0 -363 PR04ERIES (VINYL) Ir, NAILS +249.4 +147.6 +97.4 +69.1 +51.5 PTSI2N,IT812V,PTS12CV -55.9 43.0 -35.0 -29A -25.4 PROSERLFS (VINYL) IT'. STAPLES +249.4 +147.6 +97.4 +69.1 +51.5 P'IS12N, PIS LTV, PTSL2CV -57.8 . -44.5 -36.2 -30.4 -26.3 • UNIVERSAL (VINn.)lr,NAILS +224.5 +132.8 +87.7 +622 +46.4 UVSI2N, UV9I2P, UVSI2CP -5.0.3 -38.7 -31.5 -265 -22.9 UNIVERSAL (VIN37.)Ir, STAPLES +224.5 +132.3 +87.7 +622 +46.4 UVSI2N, UVSt2P, UVE12CP 52, .. 40,0 -32.5 -27.4 -217 TRADE'A#ARK(VLNn.)I +299.3' +177.1 +116.9 +82.9 +61.8 TRMSION,TRMslov -67.1 -51.6 41.9 -35.3 -305 TRADE (VEVYL)10", STAPLES +299 3 +177.1 +116.9 +82.9 +61.8 TRMSION,TRMSIOV -69.4 -53A •43.4 -36.5 -31.5 PROTECT PLUS (VB4YL)10". NAILS +2993 +177.1 +116.9 +829 +61.8 PTS1ON, PTSIOV -67.1 -51.6 -41.9 -35.3 -30.5 ' PROTECT PLUS (VDM)10", STAPLES +2993 - +177.1 +116.9 +82.9 +-.- P3SION,PnIOV -69A -53.4 -43.4 -36.5 31.5, Details that go with (his table an found on Sheet 1 of 2 ALLOWABLE DESIGN WIND PRESSURES IN -PSF MULTI SPAN TABLE(EXTERIOR CEILINGS ' MASTIC SOFFIT TYPE Beaded (Vinyl)8",Nails +/310 Solid-PBS80N Vented-PBSOOV Beaded (Vinyl) S", Staples +/-55.0 Solid-PBSSON Vented-PBS80V Pro -Series Double 5. (Vinyl)10", Nails +/-50.6 ' Solid-PSS10N Vented-PSS10V Pro-Serk3Double 5 (Vinyl)10", Staples +AS0.6 Solid=PSSI'ON Vented-PSSIOV Pro-Sedet Triple 4 (Vinyl) Ir, Nails +/--36.7 Solid-PTS12N Center Vent-PTSI2CV FullVcnt-PTS12V Pro -Wes Triple 4. (VW)12",'Staples +/-36,7 Solid-PTs12N C-WVent-PTSI2CV F.UVeat-PTS12V Trade Marc Double S (Vinyl)10", Nails 4/ 4.0 Solid-TRMSION Vented-TRMSIOV Trade Mark Double 5 (Viuyl)10", Staples • +/-44.0 Solid-TRMSION Vented-TRMSIOV Prow Plus Double 5 (Vinyl) 10", Nails +/-44.0 Solid-PTSION Vented-PTSIOV - lhoted Ploy Doable 5.(Viny1) 10", Staples +/ A Solid-PTS10N Vented-PTS10V Veaeu-Triple3l/3,.(Vinyl) IV, Nails .. +/-49A Solid-HVS10N Vented-HVS10V V-tuca?m Triple 3 l/3, (Vinyl)10'. Staples +/-48A Solid-HVS10N Vented-HVSIGV Universal Triple 4 (Vrnyl)12", Nails +/-33.9 Solid-UVSI2N.CenterVent-UV312CP FallVeot-UVS12P UmvasalTriple 4 (Vinyl)12",Staples +/-33.0 Solid-UVS12N Cen V t.UVSI CP Full eat -UV - The de •for Ibis table a o Sheet ;oft GENERAL NOTES DESIGN PRESSURES LISTED IN TABLES ARE BASED ON COMPARATIVE AND RATIONAL ANALYSES DONE IN HRPROJECT 11100020 AND ARE IN CONFORMANCE WITH THE 2010 FLORIDA BUILDING CODE AND THE 2010 FLORIDA RESIDENTIAL CODE. THE 2010 FLORIDA BUILDING CODE IN SECTION 1609.1 AND THE 2010 FLORIDA RESIDENTIAL CODE IN SECTION R703.1 DIRECTLY MANDATE THAT THE DESIGN WIND PRESSURES ON SOFFITS ARE TO BE THE SAME AS THE ADJOINING WALLS. WHERE SHORT SPAN AND LONG SPAN TABLES OVERLAP, THE LOWER VALUES GOVERN AND SHOULD BE USED IN.INSTALLATION DESIGNS. c LEGEND Doable 6 has "V" grooves every 6" across width, and each panel is 12" wide. Triple 4 or T4 has "V" grooves every 4" across width,' and each panel is 12" wide Quad 4 has "V" grooves every 4" across width, fRAME iXi BATTENS TIMAO' CRr M4"P'V Z and each panel isl6"wide. A rTACRED TO . SMe/NG Triple 2-2/3has "V".groovesevery 2-2!3"across ERCN FRAd///G width, and each panel is 8" wide. MEAt,sair W/rq PBX a WOOD / . 40NG /ROOF/NC Double 5 has "V" grooves every 5" across width, . dCIEZWS NAILSJ OR STAPL6d WIND and each panel is 10" Wide. GA GE) 0 , IN EACN AW/c PANT Single 6 ors6 has "V" grooves every 6" across width, and each panel is 6" wide. . FASCIA BOARD Triple3-1/3has"tf grooves every 3-1/3" 'WA 4L across width, and each panel is 10" wide. ' FASCIA '..1'RlM :71'lAST/C. naalpuuitnnrUn MAX. MAX. �rpre/N6 P�.,��GEiVs..� F •:tr dAMC Ad . AT BArrGMs No. 19354 ' SAVE W/OrN U/VL)MITED �0 STATE �� 4✓✓✓✓�s �R1�PG\C` o SOFFIT FOR W117g EAVES ANo EXTE/X/OA' CEIL/AiG Allen N. Reeves, P.E. Structural ralglneer rioncia i-tcense iF1Y3�4 HR Engineering, Inc. DATEL /C Nov- 20/2 -PROJECTNO ///00020-70tEET 2 OF 2 2 bAReA 2dI� CLiiNT`. MA -BC- By. A.' kEEVES PROJECT WNE:- As?IC S6FF/M-A40R10A OCT-23-2013 10:09A FROM: f� 7725950324 ) TI%-- 155261 P.1 D b CC -max •, 55513731 CuaaanrerCoOa. W Wmr Narrr Cualomar Jdb Ntnhhar: CWF Coda) Dag: 3072878 ADVANCED.MASONRY SPECIALISTS INC 995 10/21/1, pmg Oda: 'ItijIC1 No- _ pealed Pp, auun,aah C.ber P.O. Nwr:bat: JDHN Tto¢al Dan: Dow"AOdraaa; tipp �I�a, b4pIRoYCehwrvt 10/21/13 - SOT-N 44TH_ ST_ • GYuRylnolnlmirYaa: N - .3;R839c;29 6. QO 6..00 6. 00 A509995 3000- BL'ENDF-DPRPM YD3: 1247818 FUEL SURCHAREE' 1.PO4 1202749 ENVIRONMENTAL CHARGE cw C"111)AflthCodl• 54mbtumofDlhwReaAftCams QaarrWashq. *aar6a09rawmrroweMOarraee Cheet '. , WlThaut mundby Chlglat Clio CnnwnoNr. ' OW rvu do yOuf tpk61®•Ot =fety? WATER ADD GAL YARDS IN DRUM: Old you id0►1tHy:hAterds? WHEN AODED. Did you use your g0991es ryhen.Nt pump? - Did you your e f aaNnTURi ommunoA communicate atu Did you c to v unsafe CURB LING CROSSED AT OWNER'S/AGENT`8 REQUEST: . dlepatchlother drivers? _ WNATURN D LOAD WAS Tfa BY; kWer Our a#nre .iN mates wrtr Ill rY mForlala whom U0 evelarner 002naln, but me Canpany Iutlanp na raNan�roWry Ior dllnapaa Ida CYO nr prrsowly Iina. Cuno,np pion to The NrECIAL TERM• r wI1M II ne bhprar teas wp aag la al uwla�'R011119,811 010 On jOb, aattClaN fatrallpYt lurne d Yu end and aotppta cow" n b. Out to Ie "RWI Isewn WhWh we out of eur OIfIf01 aha>•ONNarj, 0111 fNfr�ryyMiY AO! aCoall Mr nnnra11b111y /GlhaIWeha0 rawb. No eradll faraa4p pu may be Ira: • to wuf � N01 . 0 m. aaada of Pit UOtar fOr 4rrpOrllM dMOMi nMumMfnllWt♦ Oftlanl awoVana aM OINMa obeli by delfllfd Wa%W unlganra" la us hwriting WIMN OM Odlkla/1 CIY aRU 11ra raoafpt of rhalMalL AU® alfOrnwlbR. - .. .. .. ® .. 6BUNIVEP2AL PREY TRK a ORIGINAL LOAD NUMB rnn�rnnlr3l Y7mIn A4lgRAbZ))I YV4 tZ:R0 %L07/EZ/01 g118 18 of 24 STATE OF,FLORIDA - DEPARTMENT OF BUSINESS AND,PROFESSIONAL REGULATION � ,• 1940 North Monroe Street, Tallahaidee TL 398'783 • CONSTRUCTIONLjCENSE'BOND - - STATE OF. COUNTY OF Bond..M..- Bond_.,A.�m'ount: $ Effective,Date: Typeof Bo Construction License Bond- Oblgee Florida Coristructi6n rust Licensin B rd' KNOW ALL PERSON $'B HESE PRESENT T (Applicant)" j - of (Company a ) jully= - -Auth ?rizecjAq,do usiness in th to of Florida,.as Princi :and s • - (Bond om ny) o a co ny, , I uthorized to do business in th Stat of Flor' as urety, are held and firm) ound unto the Florida Construction Ind ry Lice g Board, as Obligee, in Pe al S o Wmoun ' words) D rs for the payment of fines and c sts ant t/ a 61 G4-15.006, Florida ministrative Code, well and to truly made, w ind ourselves, our heirs, executors, a i istrators,-s ssors and assigns, ,jo' , _ y and severally, firmly by these p ents. The ndition of this obligation is such that: „., „- W REAR, cipal has been grante a license to conduct business a er•'Chapter , Florida Statutes and; N T EFORE, if the (Comp y Name) shalt well and truly a faithfully make the pay ents to the State Treasurer a State of F rida in his capacity as Treasurer of the Department of Business and ofessional Regulation as vided in and required by any and all laws of the State of Florida Business and Professional egulabon, and shall faith y and accura keep its books and records and make reports as in any and all of said laws ovided and required, a hall conduct i usiness in conformity with said laws and rules of the Florida Department of usiness and Professio Regulation, shall well and truly keep and perform each and every requirement in and said laws and rules ovided, then this obligation to be;null and void, otherwise to remain in full force and IT IS `FORTH AGREED.AND ERSTOOD th. e_Obligee will retain_an electronic record-of=this bond•and.p er of :. attorney,tha : 'II be utilized,to- ake claims again •this bond•pursuant to -Section 668:50; Florida Statutes.'G6Irectiori'of claim ` under this and shall requi a, statement sign by a duly authorized official acting on behalf of the Florida Construction .Industry 'censing Boar ,referencing -the b d. number. and certifying that the amount of the draft°is due and payable- p uant to a R al Order fro a Construction Li nsing Board; and a copy of this bond. The Principal shall retain the origin ond. The rincipal F mu maintain a license nd in effect until the Principal can demonstrate a credit score of 660 (FI derived) or hi or to the rida Construction I ustry Licensing Board. The Surety reserves the right to cancel this bon y sending a tice of cellation by certified ail 30 days in advance of cancellation to the Executive Director of the rida Construction ndustry icensing Board, 194 orth Monroe Street, Tallahassee, Florida 32399. However, the Sure liability shall ; Conti a for any indebtedne incurred or accrued during the period of this bond, including the 30- notice period. IGNED this day of �' , 20 PRINCIPAL: Print or Type Name of A cant icant Signature COMPA /ETY: uthorized C pan y Officer Name, Title gnature Authorized. Company Officer. _ - _ _ '- _ S Print Name of Attorney -in -fact Signature Attome (Attach Power of DBPR CILB 6-A Certified Contractor Qualifying Business (General) 2012 April Incorporated by Rule: 61-35.010 r FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Prfject Name: ELLIOTT VIRGIN Builder Name: A, Street: 507 N. 44TH STREET Permit Office: City, State, Zip: FT. PIERCE, FL, Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (1024.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=13.0 816.00 ft2 b. Concrete Block - Ext Insul, Exterior R=4.1 208.00 ft2 3. Number of units, if multiple family 1 c. NIA R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1000.0 sqft.) Insulation 'Area a. Under Attic (Vented) R=30.0 1000,00 ftz 6. Conditioned floor area above grade (ifl 1000 b. N/A R= ft2 Conditioned floor area below grade (fie) 0 c. N/A R= ft2 11. Ducts . R ft2 7. Windows(69.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 125 a. U-Factor: Sgl, U=1.07 69.00 ft2 SHGC: SHGC=0.50 b. U-Factor: NIA ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 23.0 SEER:14.00 i c. U-Factor: N/A ftz SHGC: 13. Heating systems kBtu1hr Efficiency d. U-Factor: N/A ft2 a. Electric Strip Heat 17.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1000.0 sqft.) Insulation Area EF: 0.920 a. Slab -On -Grade Edge Insulation R=0.0 1000.00 ft2 b. Conservation features b. N/A R= ftz None c. WA R= ft215. Credits CF, Pstat Total Proposed Modified Loads: 20.57 Glass/Floor Area: 0.069 PASS Total Standard Reference Loads: 26.49 �7 I hereby certify that the plans and specifications covered by Florida Energy Review of the plans and by this 1114E Sr4 thi�� calculation are in compliance with the Codd. specifications covered calculation indicates compliance v��"FO�; with the Florida Energy Code. =_ >.;r;, �. '� 4 T REPAR BY: Before construction is completed ` " - DATE: '_; this building will be inspected for compliance with Section 553.908 , ,4 I hereby certify that this building,as designed, is in compliance Florida Statutes. f with the Florida Energy de. �DT4 OWNER/AGENT: OFFICIAL: DATE: O! DATE: • FILE COPY 8/21/2013 10:35 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Tide: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Fatuity Type: New/Existing: Comment: ELLIOTT VIRGIN User 1 Single-family New (From Plans) Bedrooms: 2 Conditioned Area: 1000 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address ! 507 N. 44TH STREET ST. LUCIE COUNTY FT. PIERCE , FL, CLIMATE / V Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST LUCIE CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 1000 8000 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated; 1 Main 1000 8000 Yes 2 2 1 Yes i Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grads Edge Insulatio Main 128 ft 0 1000 ft2 0 0 1 ROOF / V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 1083 ft2 0 ft2 Medium 0.96 No 0.9 I No 0 22.6 " ATTIC ,✓# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1000 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1000 ft2 0.11 Wood 8/21/2013 10:35 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent J6lalLTVPP Space Cavity Width Height Sheathing Framing Solar _ Below _ 1 N _ 2 E _-3 S 4 W Exterior Concrete Block - Ext Insul Main Exterior Concrete Block - Ext Insul Main Exterior Concrete Block - Ext Insul Main Exterior Concrete Block - Ext Insul Main 4.1 26 8 13 38 8 13 26 8 13 38 8 208.0 ft2 0 304.0 ft2 0 208.0 ft2 0 304.0 ft2 0 0 0.75 0 0.75 0 0.75 0 0.75 0 0 i 0 0 DOORS # Omt Door Type Space Storms U-Value Width Ft In Height Ft In Area 1 2 S W Insulated Main Insulated Main None .46 None .46 3 3 6 8 6 8 20 ft2 20 W _ WINDOWS Orientation shown is the entered, Proposed orientation. / V # Wall Omt ID Frame Panes NFRC U-Factor SHGC Area Overhang Depth Separation Int Shade Screening 1 2 3 4 E 2 Metal E 2 Metal S 3 Metal W 4 Metal Single (Tinted) Yes Single (Tinted) Yes Single (Tinted) Yes Single (Tinted) Yes 1.07 0.5 15.0 ft2 1.07 0.5 30.0 ft2 1.07 0.5 9.0 ft2 1.07 0.5 15.0 ft2 2 ft 0 in 6 ft 0 in 2 ft 0 in 6 ft 0 in 2 ft 0 in 6 ft 0 in 2 ft 0 in 6 It 0 in Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds None None None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 1311.5 72 135.41 .365 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 17 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 1 Central Unit None SEER: 14 23 kBtu/hr 690 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.92 40 gal 50 gal 120 deg None 8/21/201310:35 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF i None None ff2 i - DUCTS / — Supply — — Return — Air CFM 25 CFM25 HVAC # �f # Location R Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 125 f12 Attic 20 ftz Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan HeatinJan [] Feb PCl Feb Mar Marr r May rl Junrj Jul May Jun Jul X Au Aug Sep rl Se Oct WOct Nov Nov Dec Dec Ventin Jan �i ]] Feb >: Mar r [ L Ma Jun Jul Au Se Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 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) PM 68 68 68 68 68 68 68 68 68 68 68 66 66 8/21 /201310:35 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: 507 N. 44TH STREET PERMIT #: r FT. PIERCE, FIL, MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts ( 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the ` primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and 1 sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 8/21 /201310:35 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD Y ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerformance Index, the more efficient the home. 507 N. 44TH STREET, FT. PIERCE, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=13.0 816.00 ft2 b. Concrete Block - Ext Insul, Exterior R=4.1 208.00 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 Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) ; R=30.0 1000.00 ft2 6. Conditioned floor area (ft2) 1000 b. N/A R= ft2 7. Windows•' Description Area c. NIA R= ft2 a. U-Factor: Sgl, U=1.07 69.00 ft2 11 .Ducts a. Sup: Attic, Ret: Attic, AH: Main R ft2 6 125 SHGC: SHGC=0.50 b. U-Factor: WA ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 23.0 SEER:14.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Strip Heat 17.0 COP:1.00 Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1000.00 ft2 a. Electric EF: 0.92 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant eatures. Builder Signature: Date: sr/7-�V/ Address of New Home: �fN y1' City/FL Zip: 7 � wE `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 405A.1 Compliant Software -- wrightsoft® Project Summary Entire House QUICK CALCS, INC. i© As C'0 ('Jsr'z-� C�- Job: Date: By: 317 ST. LUCIE LN., FT. PIERCE, FL34M Phone: 772-466-6799 Fax 772-466-6796 Email: QUIOCCALCS@AOL.COM For. ELLIOT VIRGIN 507 N. 44TH ST., FT. PIERCE, FL Notes: Design Information Weather. Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 12852 Btuh Structure 11402 Btuh Ducts 3525 Btuh Ducts 5374 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 16377 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 15937 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1280 Btuh Ducts 1449 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft') 1000 1000 Equipment latent load 2729 Btuh Volume (ft') 7992 7992 " Air changes/hour 0.45 0.23 Equipment total load 18666 Btuh Equiv. AVF (cfm) 60 31 Req. total capacity at 0.70 SHR 1.9 ton - Heating Equipment Summary Cooling Equipment Summary Make Make Goodman Mfg. Trade Trade GOODMAN, JANITROL, AMANA DIST[... Model Cond SSX140241B' AHRI ref Coil ARUF30Bl4A*++TXV AHRI ref 5383476 Efficiency 100 EFF Efficiency 11.5 EER, 14 SEER Heating input 2.9 kW Sensible cooling 16800 Btuh Heating output 9811 Btuh Latent cooling 7200 Btuh Temperature rise 11 OF Total cooling 24000 Btuh Actual airflow 800 cfm Actual airflow 800 cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O " Space thermostat Load sensible heat ratio 0.86 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. WI'1 htsoft" 2013-Aug-21 10:39:48 9 RightSuite® Universal 2013 13.0.01 RSU08101 Page 1 CCK ....M cument.Wrightsoft HVACIVIRGIN, ELLIOTErup Cale=MJ8 Front Door faces: N - - wrightsoft° Right-M Worksheet Job: Entire House Date: By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@WJL.COM 1 Room name Entire House BEDROOM 1 2 Exposed wall 128.0 ft 31.0 ft 3 Room height 8.0 ft d 8.0 ft heat/cool 4 Room dimensions 1.0 x 216.0 ft 5 Room area 999.0 ft2 216.0 f12 Ty Construction U-value Or HTM Area (W) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W - 13A-4ocs 0,143 n 4.00 2.55 _ 216 216 865 550 120 120 _ . _ 480 305 V�✓ 13A-4ccs 0.143 a 4.00 2.55 296 251 1005 639 0 0 0 0 T IA-clom 1.270 a 35.56 91.12 15 0 533 1367 0 0 0 0 1;-G G 1Aclom 1.270 a 35.56 91.12 30 0 1067 2734 0 0 0 0 11 13AAocs 0.143 s 4.00 2.55 216 186 745, 473 0 0 0 0 Ti 1Aclom ` 1.270 s 35.56 .34.77 9 9 320 313 0 0. 0 0 11 D0 0.390 s 10.92 11.31 21 21 229. 238 0 0 0 0 W 13A-4ocs 0.143 w 4.00 2.55 296 260 1041 662 12B 113 452 2BB 1A-clom 1.270 w 35.56 91.12 15 0 633 1367 15 0 533 1367 11DO 0.3W w 10.92 11,31 21 21 229 _ 238 0 0 0 0 C 16A.30ad .., 0.032 - 0.90 2.32 _ . 999 999 895 .2318 216 216 194 501 F _ 22A-tpl 0.989 - 27.69 0.00 999 128 3545 0 216 31 858 0 6 c) AED ewursion 0 320 Envelope loss/gain 11008 10897 2518 2781 12 a) Infiltration 1844 505 447 122 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) 12852 11402 2965 2903 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 12852 11402 2965 2903 15 Duct loads 27% 47% 3525 5374 27% 47% 813 1368 Total room load 16377 16776 3778 4272 Air required (cfm) 1 800180D 185 204 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. _ wri ht6oft' 2013-Aug-2110:39:48 9 RightSuite® Universal 2013 13.0.01 RSU08101 Page 1 �CCA ...s\Documents\Wdghtsoft HVAC\VIRGIN, ELLIOTLrup Cale= MJ8 Front Door faces: N +1- wrightsofta Right-M Worksheet Job: Entire House Date: By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-4666796 Email: QUICKCALCS@AOL.COM 1 Room name BEDROOM #2 BATH 2 Exposed wall 26.0 ft 6.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 12.0 x 14.0 ft 12.0 x 6.0 ft 5 Room area 168.0 ft2 72.0 ft2 Ty Construction U-value Or HTM Area (W) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W : 13A-400s " ' " . O`.143 n 4.00 2- 5 96 96 384 `244 0 0 0 0 , V�J 13A-4ocs 0.143 a 4.00 2.55 112 97 388 247 0 0 0 0 I-( 1Aclom 1.270 a 35.56 91.12 15 0 533 1367 0 0 0 0 VLC 1Aclom 1.270 a 35.56 91.12 0 0 0_ 0 0_ 0 0 0 11 13A-40cs 0.143 s 4.00 2.55 0 0 6 0 0 0 0 0 1Aclom 1.270 s 35.56 34.77 0 0 0 0 0 0 0 0 11 DO ' 0A% s 10.92 11.31 0 0 r 0 0 0 0 0 w 13A-4ocs 0.143 w 4.00 2.55 0 0 0 0 48 48 192 122 Ll1A-clom 1.270 w 35.56 91.12 0. 0 0 0 0 0 0 0 11DO 0,390 w 10.92 11.31 0 0 0 0 0 0,.. 0 0 C 16A 30ad. 0.032 _ 0.90 ' ; . 2.32 168 168 ` .' 151 390 72 , _. 72 65 167 F 22A-tpl 0.989 - 27.69 0.00 _ 168 26 720 0 72 6 166 0 6 c)AEDex:ursion -72 -29 Envelope loss/gain 2177 2176 423 260 12 a) Infiltration 375 103 86 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) 2551 2278 509 2B3 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2551 2278 509 283 15 Duct loads 27% 47% 700 1074 27% 47% 140 134 Total room load 3251 3352 649 •417 Air required (cfm) 1591160 32 20 Calculations approved by ACCA to meet all requirements of, Manual J 8th Ed. wrilhtsOft' 2013-Aug-2110:39:48 9 RightSuite® Universal 2013 13.0.01 RSU08101 Page 2 ACCA ...s\Documents\Wrightsoft HVAC\VIRGIN, ELLIOTT.rup Cale= MJ8 Front Door faces: N • -i- wrightsoft° Right-J® Worksheet Job: Entire House Date: QUICK CALCS, INC. 317ST. LUGE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466-6796 Email: OUICKCALCS@A/JL.COM 1 Room name KITCHEN GREAT ROOM 2 Exposed wall 27.0 ft 38.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 12.0 x 15.0 ft 1.0 x 363.0 ft 5 Room area 180.0 ftz 363.0 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number (Btuh/ftz-°F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 w. 13A-4ocs 0.143 n 4.00 2.55 0 0 0 0 0 0 0 0. ViV 13A-4ocs 0.143 a 4.00 2.55 0 0 0 0 184 154 617 392 1A-c1om 1.270 a 35.56 91.12 0 0 0 0 0 0 0 0 II_G-G 1A-clom 1.270 a 35.56 91.12 0 0 0 0 30 0 1067 2734 11 13A-4ocs 0.143 s 4.00 2.55 96 87 348 221 120 99 396 252 1Aclom 1.270 s 35.56 34.77 9 9 320 313 0 0 0 0 11 DO - 0.390 s 10.92 11.31 0 0 0 0 21 _ 21, _ 229 238 13A-4ocs 0.143 w 4.00 255 120 99 396 252 0 0 0 0 1--G 1A-clom 1.270 w 35.56 91.12 0 0 0 0 0 0 0 0 i-D..,11D0 -0,390 ..w.. 10,82 11.31, .21: .211 .229 .. 238 ;. .0 . 0 . _ 0 . 0 C 16A-30ad" 6.032 - 0:90 2.32 180 180 461 - 418 363 363 325 842 F 22A-tpl 0.989 - 27.69 0.00 180 27 748 0 363 38 1052 0 6 c)AEDex;ursion S3 -135 Envelope loss/gain 2203 1358 3687 4322 12 a) Infiltration 389 107 548 150 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2592 1465 4234 4472 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2592 1465 4234 4472 15 Duct loads 27°h 47% 711 69 0 27% 47% 1161 2108 Total room load 3303 2155 5396 6580 Air required (oft) 161 103 2641314 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. _ wri lrttsoft' 2013-Aug-2110:39:48 9 RightSuite® Universal 2013 13.0.01 RSU08101 Page 3 �� ...s\Documents\Wrightsoft HVAC\VIRGIN, ELLIOTT.rup Calc= MJ8 Front Door faces: N Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: 25652 - 507 N. 44th St. MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: A. Thomas Construction Project Name: 507 N. 44th St. Model: Tampa, FL 336104115 Lot/Block:. Subdivision: . Address: 507 N. 44th St. City: Fort Pierce State: Florida 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 7.4 Wind Code: ASCE 7-10 Wind Speed: 160 mph Floor Load: N/A psf Roof Load: 37.0 psf This package includes 17 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 GI6-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. ISeaW ITruss Name 18/21/0131 Date 11IT4992229 I -CJ1 12 I T4992230 I -CM 18/21 /013 1 L I T4992231 I -CJ5 18/211013.1 4 IT4992232 I-EJ5 18/21/013 5 IT4992233 -ER 8/21/013 6 IT4992234 I-HJ5 8/21/013 17 I T4992235 I -HJ7 18/21 /013 I 8 IT4992236 IA01 8/21/013 19 I T4992237 I A02 18/21/013 10 IT4992238 IA03 8/21/013 11 IT4992239 IA0418121/0131 112 IT4992240 IA05G 18/21/013 1 13 IT4992241 IA06G 8/21/013 14 IT4992242 1801 8 1/013 115 I T4992243 1 B02 18/21/013 I 116 I T4992244 I B03G 18/21 /013 117 I T4992245 I MG01 18/21 /013 1 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2015. IMPORTANT NOTE:'Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs -for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. NO a nrrr#r #��1 jliV �'t�s Off`•''" ice'.',. `s .�`'�GE•NS 1 ' No 68-1 ��0_ STATE r� FL Cert. 6634 August 21,2013 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply 507 N. 44th St. T4992229 25652 -CJ1 Jack -Open 10 1 Job Reference (optional) East Coast Truss, Fort Pierce, FL 7.430 s Jul 25 2013 MTek Industries, Inc. Wed Aug 21 12:32:00 2013 Page 1 ID: KTYmZe7fSDu8xRCL1 Lsyl2ylvtH-meb301 aQLOXFhBs3gaDYGbXGf31LGjODEW6TVAyleD -1-4-0 1-0-0 1-4-0 1-0-0 Scale = 1:6.2 3 4.00 12 , 2 I n' d Ir 1 I ,( I. I,r I, 2x4 = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0.00 5 >999 240 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 5 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. 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 uide. REACTIONS (lb/size) 2=147/0-3-0 (min. 0-1-8), 2=147/0-3-0 (min. 0-1-8), 4=-9/Mechanical Max Horz2=62(LC 8) Max Uplift2=-195(LC 8), 4=-9(LC 1) Max Grav2=147(LC 1), 2=147(LC 1), 4=36(LC 8) FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat.[]; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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) One RT3 LISP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift only and does not consider lateral forces. 0 7) Non Standard bearing condition. Review required. "Semi ♦ G E NS• , �%� 8) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �♦ •'� V 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 4 N 68182 •' LOAD CASE(S) Standard +` ' �{*� T OF fill E FL Cert. 6634 August 21, 013 WARRPIM - Verify dwign parametem and REAII NOTES ON MIS AND INCLUDED YdT X REFEREPICE PAGE 2HI-7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown and is for on individual building component.• Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not two designer. Bracing shown InvI is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the p A�q•��• 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 � V� A 6904 Parke East Blvd. Safety Information vat able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. ffSouahernpine�SR lumber isspecified>thedesianvaluesarethoseefective4fi:01/2013byALSC Tampa, FL 33810-0115 p Job Truss Truss Type Qty Ply 507 N. 44th St. T4992230 25652 -CJ3 Jack -Open 10 1 Job Reference (optional) East Coast Truss, Fort Pierce, FL ID:KTYmZe7fSDu8xRCL1 Lsyl2ylvtH-m b301 aQLOXFhBs3gaDYGbXGf3HYGjODEW6TVAyleD i -1-4-0 1-4-0 Scale = 1:9.6 3 4 4.00 12 2 1 2x4 = 6 5 3-0.0 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.00 9 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.00 6-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC20101TP12007 (Matrix-M) Weight: 11 lb FT = O% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=202/0-3-0 (min. 0-1-8), 3=57/Mechanical, 6=31/Mechanical Max Horz2=104(LC 8) Max Uplift2=-195(LC 8), 3=-62(LC 8) Max Grav2=202(LC 1), 3=57(LC 1), 6=50(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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. 'I1 •6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. ,,�rj11� ,�� a0 j N Vt� 7) One RT3 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift does lateral forces. ,`� OP. �,...... `�� G N S • • 0 only and not consider ♦� , .•', F�••• 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ♦ V 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. • N 68182 •• * LOAD CASE(S) Standard ' T OF • �' % N AL 0�. ffffnn,�� FL Cert. 6634 August21, 013 WARNnr, - VerVy destyn parameters and READ NOTES ON TEAS AAFD INCLUDED MTEKRBFEREWE PAGE tiff!-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 tniss 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 �J� erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding IYI�Tek' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information vai able from Tn ss Plate Institute, 781 N. Lee Street. Suite 312. Alexandria, VA 2314. IffiauthernPlne�SP lumberisspeciffed,thedesignvatuesaretho:seeffective06 01,f2013byALSC Tampa, FL 33810.4115 Job Truss Truss Type Qty Ply 507 N. 44th St. T4992231 25652 -CJ5 Jack -Open 6 1 Job Reference (optional) East Coast Truss, Fort Pierce, FL 7.430 s Jul 25 2013 Mrrek Industries. Inc. Wed Aug 21 12:32:00 2013 Page 1 ID:K1YmZe7fSDuSxRCL1Lsyl2ylvtH-meb301aQLOXFhBs3gaDYGbXEg3EcGjODEW6TVAyIeD i -1-4-0 5-1-0 1-4.0 5-0-0 Scale = 1:12.9 3 4 y 4.00 r12 \ m n 2 6 2x4 = 5 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) 0.02 6-9 >999 240 MT20 244/190 TCDL 7.0" Lumber Increase 1.25 BC 0.27 Vert(TL) -0.04 6-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC20101TPI2007 (Matrix-M) Weight: 18lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 2=290/0-8-0 (min. 0-1-8), 3=100/Mechanical, 6=49/Mechanical Max Horz2=145(LC 8) Max Uplift2=242(LC 8). 3=-111(LC 8) Max Grav2=290(LC 1), 3=100(LC 1), 6=80(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=384/161 BOT CHORD 2-6=242/432 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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. ♦♦♦ Qv 11 N I✓F� 5) Refer to girder(s) for truss to truss connections. �♦ P �.. • • �j 6) Provide truss to bearing capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=111. Ci E N S '• �� mechanical connection (by others) of plate ••'\ >� % F•'•• 7) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only `� •' • and does not consider lateral forces. v N 68182 ••: 8) One RT3 USP connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s) 6. This connection is for uplift only ands } * �' does not consider lateral forces. * 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. .10 ; O :� T O F : ��(1` LOAD CASE(S) Standard • C? � • E FL Cert. 6634 August 21, 013 WAPJMG - Verify design Parameters and READ NOTES ON THIS ARID INCLUDED tiRlF.ff REFERENCE f AOE lift-7473 BEFORE USE. Design valid for use onlywith MTek connectors. This design Is based only upon parameters shown, and is for an individual building component.~ Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vai able from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 2314. 1f5autfiern.P'line$SR�lumber is*,ecified, the de=-ignvalues are those effett1ve05 01/2013byALrC Tampa, FL 33610-4115 Job Truss Truss Type Oty ply=S.t T4992232 25852 -EJS Jack-Open4 nce (optional) East Coast Truss, Fort Pierce, FL 7A30 s Jul 25 2013 li Industries, Inc. Wed Augg 21 12:32:01 2013 Page 1 ID:KTYmZe7fSDuBxRCL1 Lsyl2ylvlH-Eg9RbNa26if61LRF01knoo4PFSai7AeNSAr01 dyle -1-4-0 5-0-o i 1 ,0 5-0 0 Scale = 1:12.9 3 4.00 rl2 2 �I d 2x4 = 4 5-0-0 - J LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.04 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight: 18 lb FT = O% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins. 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 uide. REACTIONS (Ib/size) 3=99/Mechanical, 2=293/0-3-0 (min. 0-1-8), 4=46/Mechanical Max Horz2=144(LC 8) Max Uplift3=-104(LC 8), 2=-245(LC 8) Max Grav3=99(LC 1), 2=293(LC 1), 4=74(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-397/167 BOT CHORD 2-4=253/448 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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. ,',�11111911����, � Qv I N V -"i �� 5) Refer to girder(s) for truss to truss connections. 6) Provide others) of truss to bearing capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 3=104. ,� P.� • , . • • • mechanical connection (by plate ,�� ,0 `(',ENS ��. 7) One RT3 USP connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s) 4 and 2. This connection is for uplift ♦ F•'•, only and does not consider lateral forces. N 68182 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. •' * 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. ;• • LOAD CASE(S) Standard 'Q : CC T OF ' FL Cert. 6634 August 21 1013 ® WARN77IG - Veri& desrgf parameters and READ KOTBS ON Th-18 AND INCLUDED Pr177EK REFEREf10E PAGE A91-7473 BEFORE USE. ■■■■■ Design valid for use only with Mnek connectors. This design is based any upon parameters shown, and Is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality CrBerla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vol able from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 2314.. if Southern pine SPI.lumberisspecified,thedesignvaluesarethoseeffective06 01/2013byALSO Tampa, FL 33610-0115 Job Truss Truss Type Qty Ply st. T4992233 7JobRefe 25652 -EJ7 Jack -Open 9 1 nce (optional) East Coast Truss, Fort Pierce, FL 7.430 s Jul 25 2013 Mrrek Industries, Inc. Wed Aug 21 12:32:01 2013 Page 1 ID: KTYmZe7fSDu8xRCL1 Lsyl2ylvtH-Eg9RbNa26'If61LRFOlknoo4JxSVt7AeNSArO1 dyle 7-0-0 i 1-4-0 7-0.0 Scale = 1:16.4 3 1 4.00 F12 t9 �A ry � N N 2 1 A� 4 6 � 2x4 = 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.07 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 115 BC 0.59 Vert(TL) -0.16 4-7 >510 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 24 Ib FT = O% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=140/Mechanical, 2=385/0-8-0 (min. 0-1-8), 4=61/Mechanical Max Harz 2=185(LC 8) Max Uplift3=-151(LC 8), 2=-297(LC 8) Max Grav3=140(LC 1), 2=385(LC 1), 4=104(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=904/515 BOT CHORD 24=699/1041 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 I f i ll,l. 0,,A1111 fit between the bottom chord and any other members. ,00 Qv IN N 5) Refer to girder(s) for truss to truss connections. �� �i� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=151. % ,O , `C, E N S .'• F•••, 7) One RT3 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4. This connection is for uplift only and ♦ does not consider lateral forces. N 6 8182 8) One RT3A LISP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only � * •, and does not consider lateral forces. _ 9) "Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. a T O F : �4414 LOAD CASE(S) Standard 0. • • ♦ �l�I1t11111 FL Cert. 66.34 August 21 013 „m s. »ram . WBRNM - herd, fj design parametens cad READ KO YES 0 f THIS A ND IAICLUDEr71,9T'EKREFE'WXE PAGE Iffl-7473 BEY ORE USE, Design valid for use any with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component.' Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek*erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Crnerla, DSB-89 and BCSI Bonding Component -6804 Parke East Blvd. Safety Information vat able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. 1f5outhernpine SFlumberisspetified,thedesignvaiu,esarethoseefriectiveGfi 0112013byALSC Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply St. T4992234 7nce 25652 -HJ5 Diagonal Hip Girder 2 1 o tional East Coast Truss, Fort Pierce, FL 7.430 s Jul 25 2013 MiTek Industries, Inc. Wed Aug 21 12:32:02 2013 Page 1 ID: KTYmZe7fSDu8xRCL1 Lsyl2ylvtH41jgpjbgtOnzwUOSy?FOLOcXOstakduWhgbZZ3yleD r-1-10-10 7-az 1-10-10 7-0-2 Scale = 1:17.5 3 4 2.83 12 10 O N t; 2 1 11 6 U4 = 5 6-9.11 7 0- 6-9-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.09 6-9 >930 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.17 6-9 >497 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight: 24 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=399/0-7-0 (min. 0-1-8), 6=76/Mechanical, 3=144/Mechanical Max Horz2=163(LC 4) Max Uplift2=41 O(LC 4), 6=-6(LC 4), 3=169(LC 4) Max Grav2=399(LC 1), 6=118(LC 3), 3=144(LC 1) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=799/494 BOT CHORD 2-6=571/848 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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. � Qv N V I�� �<� 5) Refer to girder(s) for truss to truss Connections. � OQ.�,,. • • • 6) One RT3 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 6, and 3. This connection is for E N S '-, �i� ,� , ,• (, uplift only and does not consider lateral forces. ♦ •• F 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. N 68182 0 8) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 10 lb down and 77 lb up at 4-1-14, + * •' * and 10 lb down and 77 lb up at 4-1-14 on top chord, and 24 lb up at 1-3-15, 24 lb up at 1-3-15, and 11 lb down and 20 lb up at 4-1-14 ; +_ and 11 lb down and 20 lb up at 4-1-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. ^Q : c Z 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. �) ',• T 0 F (V 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).00 Q LOAD CASE(S) Standard ��� . Q.•'\� �� ��� ss • •' ���` 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 \ Uniform Loads (plf) Vert: 1-3=54, 34=-14, 5-7=-20 Concentrated Loads (lb) Vert: 9=27(F=13. B=13) 10=-6(F=-3, B=-3) 11=-23(F=-11, B=-11) FL Cert. 6634 August 21, 013 WAP14 6 - Verdfy design parameters and READ MOTES ON7711S AND FNCLUDED HRTETCREFERFNCE PAGB MI-7473 BEFORE USS. Design valid for use only with M1ek connectors. This design B 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 responsiblfity of the MiTek* erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety I formaflon voi able from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 2314. 1f5out�tern.PinejfrP�lumberi5zpecified,thede-ignvaluesarethoseeffective06 01/2013byAL5C Tampa, FL 33810-0115 Job Truss Truss Type Qty PlyJlJob 507 N. 44th st. T4992235 25652 -HJ7 Diagonal Hip Girder 3 Reference (optional) East Coast Truss, Fort Pierce, FL 7.430 s Jul 25 2013 MiTek Industries, Inc. Wed Aug 21 12:32:02 2013 Page 1 ID: KTYmZe7fSDu8xRCL1 Lsyl2ylvtH-iljgpjbgtOnzwUOSy?FOLOcZrslzkaEWhgbZZ3yleD 6- -5 -9- - -1 1-10-10 s-11-5 2-10-4 0- 8 Scale =1:21.9 4 2.83 12 3x4 3 11 N 2 1 12 7 6 1x4 II 2x4 \\ 5 3x4 = 6-11-5 6-3-14 9-9-11 9-1 -1 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.12 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -0.15 6-7 >770 180 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight: 38 Ib FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-8-2 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=55/Mechanical, 2=53410-10-15 (min. 0-1-8), 5=386/Mechanical Max Horz2=208(LC 4) Max Uplift4=-59(LC 4), 2=495(LC 4), 5=-267(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=873/542 BOT CHORD 2-7=666/968, 6-7=-498/687 WEBS 3-6=1025/743, 3-7=-265/615 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 4) ' 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. I N �F �•,�� 5) Refer to girder(s) for truss to truss connections. ,,� Op. •. �� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 4. G•E N S • • �i� `♦ , ,•'� 7) One RT3 USP connectors recommended to connect truss to bearing walls due to UPLIFT al jt(s) 5. This connection is for uplift only and ♦ �. F•'•• .• does not consider lateral forces. N 68482 :. 8) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only = * and does not consider lateral forces. _ 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10 lb down and 77 lb up at 4-1-14 -(} ; 10 lb down and 77 lb up at 4-1-14, and 46 lb down and 126 lb up at 6-11-13, and 46 lb down and 126 lb up at 6-11-13 on top chord, ( O F and 24 lb up at 1-3-15, 24 lb up at 1-3-15, 11 lb down and 20 lb up at 4-1-14, 11 lb down and 20 lb up at 4-1-14, and 40 lb down and - O : (L 7 lb up at 6-11-13, and 40 lb down and 7 lb up at 6-11-13 on bottom chord. The design/selection of such connection device(s) is the i� •• �` P ♦� responsibility of others.Q.••` 11) Warning: Additional and stability bracing for truss system (not of this component design) is always required. ��S • • • '' • SS%` permanent part �` 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �� fl N AL %N � 11111111111�� LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 FL Cert. 6634 August 21, Continued on a e 2 313 ® WARN77UL1 - Ver-(y design paramctens and READ MOTES ON IMS A D INCLUDED b17=REPERENCB PAGE JANI-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 temporary bracing to Insure stability during construction is the responsibllity of the Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding WOWerector. fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information vai able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. 1f5outhernPilte�frP lumber issgecified,thedesignvaluesarethoseeffective46 0112013byAL5C 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 507 N. 44th St. T4992236 25652 A01 Common 5 1 Job Reference (optional) East Coast Truss, Fort Pierce, FL 7.430 s Jul 25 2013 MTek Industries, Inc. Wed Aug 21 12:32:03 2013 Page 1 ID:KTYmZe7fSDuBxRCL1 Lsyl2ylvtH-ADGC03cleJvgYebeWjmFuD9hkG8fTlAgwUK75VyleD i -1-4-0 i 6-7-8 i 13-2-0 19-8-8 26-4-0 27-6-0 1-4-0 6-7-8 6-6-8 6-6-8 6-7-8 1-4 0 Scale: 1/4"=l' 4x4 = 4 4.00 12 1x4 \\ 1x4 0 3 5 a5 N 2 6 7 Ib d 10 9 8 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = i 8-9-10 i 17-6-6 i 26-4-0 Plate Offsets 70- - 0- -8 •0- - 0- -8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) 0.24 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.47 8-10 >673 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight: 112 Ib FT = O% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-24 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-8 oc bracing. WEBS 2x4 SP No.3 Me re recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 2=1046/0-8-0 (min. 0-1-8), 6=1046/0-8-0 (min. 0-1-8) Max Horz2=109(LC 7) Max Uplift2=-742(LC 8), 6=-742(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2226/1478, 34=-1954/1297, 4-5=-1954/1297, 5-6=-2226/1478 BOT CHORD 2-10=-1280/2068, 8-10=-739/1376, 6-8=-1280/2068 WEBS 4-8=334/621, 5-8=-394/423, 4-10=-334/621, 3-10=-394/423 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 •3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦♦� 4U j (v V ttt� 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. ♦� c) • <<r E j�(• ♦ ✓ 6) One RT8A USP Connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift ..� ,_: •�., SF�• only and does not consider lateral forces. N 68182 7) "Semi -rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. * .• •� 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard -9 ; (r 4 :p• T OF 40 .•NA1-E���� �!!lI111111 FL Cert. 6634 August21, I WARIViPdL'r • Verlji,{ des%gn parameter cmd READ NOTES ON TWS AND nVUUDED AffTEKREEERFUWE PAGE RHP7473 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. �F Applicability of design parameters and proper Incorporation of component is responsibility of balding 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 iVliTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information oval able from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 2314. Tama, FL 33610-4115 ffvauthernpine(SPPlumberissgeslfied,the€lesie ualueser-ethoseeffective4fi�0212013byALSC p )13 Job Truss Truss Type Qty Ply 507 N. 441h St. T4892237 25652 A02 Common 2 1 Job Reference (optional) East Coast Truss, Fart Pierce, FL 7.430 s Jul 25 2013 Mrrek Industries, Inc. Wed Aug 21 12:32:03 2013 Page 1 ID:KTYmZe7fSDuBxRCL1 Lsyl2ylvtH-ADGC03cIeJvgYebeWjjm FuD9hkGBfT1 EgwUK75Vyle r -1-4-0 i 6-7-& 13-0-0 13d.o 1948-8 zs-0-0 i z7-9-o i -8 14 0 6-4-8 Scale: 1/4"=V 4x4 = 4 • 4.00 12 1 x4 \\ 1 x4 41 3 5 a 2 6 N 7 1 Ir, d ' 10 9 8 d 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = i 8-9.10 i 17-M 26-4-0 Plate Offsets (X.Y)o - 0- -8 '0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) 0.24 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.47 8-10 >673 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight: 112 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-8 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=1046/0-8-0 (min. 0-1-8), 6=1046/0-8-0 (min. 0-1-8) Max Horz2=-108(LC 6) Max Uplift2=-742(LC 8), 6=-742(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2226/1478, 3-4=-1957/1299, 4-5=-1957/1299, 5-6=-2226/1478 BOT CHORD 2-1 0=-1 280/2068, 8-10=-746/1384, 6-8=-1280/2068 WEBS 4-8=-330/616, 5-8=-387/417, 4-10=-330/616, 3-10=-387/417 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MI)VFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. ,,'ti�ill 11111!!! 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. j nj V !!! QU • • • ��� !j 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 eee OP.•• fit between the bottom E N chord and any other members. Z. , Ci S 6. This is for •\� 41 6) One RTBA USP connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s) 2 and connection uplift `� only and does not consider lateral forces. N 68182 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. y * �• 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. •. • LOAD CASE(S) Standard '4 : jr ll�nn►��� FL Cert. 6634 August 21, 013 ® WARNING - Verify design para meteor and READ MOTES ON THIS AND INCLUDED XTER REFERENCE PAGE PHI.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity, of the MiTek' erector. Additional permanent bracing of the overa0 structure is the responsibility of the building designer. For general guidance regarding i e�• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Made, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ai able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. IiSauthernP'ine(SP�Jumberisspecified, the design value3are thaseeffettiveO6 O1/2013byALSC Tempe, FL 33810-4115 Job Truss Truss Type Qty Ply 507 N. 44th St. T4992238 25652 A03 Hip 2 1 Job Reference (optional) East Coast Truss, Fort Pierce, FL 7.430 s Jul 25 2013 MITek Industries, Inc. Wed Aug 21 12:32:04 2013 Page 1 ID:KTYmZe7fSDu8xRCL1 Lsyl2ylvtHePgaEPdwPdl h9o9g3QHUQRiuQgW2CT4p9B4geyyleD r -1-4-0 6-7-15 11-0-0 r 15-4-0 19-8-1 26-0.0 27-8-0 1140 6-7-15 4-41 4-4-0 4-4-1 6-7-15 1-4-0 Scale: 1/4"=l' 4x4 = 4x4 = 4 5 j 4.00 12 3x4 % 3x4 3 6 rh c5 2 7 8 d 11 d 13 12 10 9 3x4 = 1x4 ll 3x4 = 3x4 3x4 = 1x4 3x4 = 0.0 15-4-0 i 19-8-1 i i 6-7-15 111 26-4-0 6-7-15 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud -PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.21 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.38 12-13 >832 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC2010rrP12007 (Matrix-M) Weight: 114 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 54-15 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=1046/0-8-0 (min. 0-1-8), 7=1046/0-8-0 (min. 0-1-8) Max Horz2=93(LC 7) Max Uplift2=-742(LC 8), 7=-742(LC 8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2190/1392, 3-4=-1716/1154, 4-5=-1600/1134, 5-6=-1716/1154, 6-7=-2190/1392 BOT CHORD 2-13=-1192/2026, 12-13=-1192/2026, 10-12=-864/1600, 9-1 0=-1 192/2026, 7-9=1192/2026 WEBS 3-12=-569/373, 4-12=-1481328, 5-1 0=-1 48/328, 6-10=569/373 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 1 N 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ........... `� I♦♦ E N fit between the bottom chord and any other members. ��Ci �� ' •� ` S�` �• ♦� 7) One RT8A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 7. This connection is for uplift o N 68182 only and does not consider lateral forces. "Semi 8) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. = LOAD CASE(S) Standard �} ,• T Q F 00. 40 inle�► FL Cert. 6634 August 21, h WARNM - Veryli design parameters and RE.4D AlOTES ON7HIS AND ITY'CLUDED 161 EKREFERENCE PAGE fiff7-7473 BEFORE USE, Design valid for use only with Milek 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 a responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information wO able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. 1 Tampa, FL 33610-4115 1iSouthemPinegSP Jumberjsspecfied,thedesignvatue3arechoseeffective0.5i 01,12U_3hyALSC 013 Job Truss Truss Type Qty Ply N. 44th St. 1507 T4992239 25652 A04 Hip 2 1 Job Reference (optional) East Coast Truss, Fort Pierce, FL 7.430 s Jul 25 2013 MiTek Industries, Inc. Wed Aug 21 12:32:05 2013 Page 1 ID: KTYmZe7fSDuBxRCL1 Lsyl2ylvtH-7cOyRleYAx9YnykOd7ojzeE3X4gUxyFzNopEAOyle 5-5-15 i 9-0.0 13-2-0 i 17-4-0 i 2a1 a1 26-4-0 i 27-6-0 i 1-4-0 5-5-15 3-8-2 4-2-0 5-5-14 Scale: 1/4"=1' 4x4 = 4x4 = 3x4 = 4.00 12 4 19 5 20 6 - 1x4 1x4 i 3 7 m "S •5 c� 2 8 9 4 s+F' i d d 11 12 10 3x8 = 3x4 3x8 = 3x4 = 3x4 = 9-0-0 17-4-0 26-4-0 OffsetsPlate •0-MQ-14.0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0.25 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.41 10-12 >764 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2010fTP12007 (Matrix-M) Weight: 118 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-2 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=1046/0-8-0 (min. 0-1-8), 8=1046/0-8-0 (min. 0-1-8) Max Horz2=-78(LC 6) Max Uplift2=-742(LC 8), 8=-742(LC 8) FORCES (lb) - Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2217/1492, 3-4=-1939/1272, 4-5=-1828/1249, 5-6=-1828/1249, 6-7=-1939/1272, 7-8=2217/1492 BOT CHORD 2-12=-1298/2061, 10-12=-1183/1989, 8-10=-129812061 WEBS 3-12=-288/317, 4-12=-204/402, 5-12=-304/231, 5-10=-304/230, 6-10=-204/402, 7-10=-288/317 NOTES 1) Unbalanced roof live loads have been considered for this design. •2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf, h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 �� ©.01 N 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a or minus 0 degree rotation about its center. E N �i plus C SF•• 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.•••may 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 a N 6 8182 fit between the bottom chord and any other members. 7) One RTBA USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 8. This connection is for uplift only and does not consider lateral forces. — 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.; (� 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. } ,• T �F (u • LOAD CASE(S) Standard %� ••�` FL Cert. 6634 August 21, 1 ®WARW NG • VerI y desiSnjp. «nwt. and READ VOTHS ON THIS AND IA'CLUDED Prlt'TEff REFERE=B PAGE MI-7473 BEFORE USE, Mal' Design valid for use only wiih,MTek connectors. This design is based only upon parameters shown, and is for an individual building component. � �` Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek'erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI7 Quality Criteria, DSB-8? and SCSI Building Component 6904 Parke East Blvd. Safety Information voi able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. Tampa, FL 33810.4115 ifiouthernpine 5p' lumberisspecified,the-desionvalueserethoseefxEctiveO5 02f2023hyALaC )13 P•QQ t N , �VF� ,Q.��GE N, F sip. N 68182 s � if��,ss• � N A� t���,+,• FL Cert. 6634 August 21,2013 LD9R%l1 i - Pes { design pmvanzdet—o and READ I10773S ON MIS .ATBD IA'CLUBED MIEK REPEREhrCE PAGE ffiit-7473 BEFORE USE, Design valid for use any with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. 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 y ��' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MI 1 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Qualfly Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vai able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. 1 tf DathernRne splumberis5pecified,thadesianvaluezare thaseeffective C610112D93hyALSC Tampa, FL33610-4115 E NS.F�'�i •r N 68182 O x 4 D:• T OF : 41J 1d1111110 FL Cert. 6634 August 21,2013 ® WARNf10Ti� - Verify design parameters ,md REAL? moTES O i) THrs AND IM wDm FR mrc REFS z&wE PAGE D2t7-?4v3 BEFORE USE. Design valid for use only with MiTek connectors. This design 8 based only upon parameters shown, and Is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the I+r�e'• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding M YY 11CC fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information valiable from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA72314..Tampa, FL 33610d116 If Southern Pine7SF} lumber issgec ified,•the design values 3 re those effective U)01/2013 bYALSG Job Truss Truss Type Qty Ply 507 N. 44th St. T4992240 25652 A05G HIP GIRDER 1 2 Job Reference (optional) East Coast Truss, Fort Pierce, FL M 7.430 s Jul 25 2013 Tek Industries, Inc. Wed Aug 21 12:32:06 2013 Page 1 ID: KTYmZe7fSDuBxRCL1 Lsyl2ylvtH-boyKe5eBxEHPP6JD9rKyVsnBeTBsgNf6cSZnigyle -1-4-0 7-0-0 13-2-0 194-0 r 264-0 i 27-8-0 i 1-4-0 7-0-0 6-2-0 6-2-0 7-0.0 Scale: 1/4"=l' 4x8 = 1x4 II 4x8 = 4.00 12 3 18 19 4 20 21 5 r= w 2 6 ci 7 1r 4d cY' d 11 22 23 10 9 24 25 8 1.4 II 1x4 II 3x4 = 3x4 = 3x4 = 3x8 = 7-0-0 13-2-0 , 19-4-0 26-4-0 OffsetsPlate 0- -0 5.0 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.70 Vert(LL) 0.34 9 >925 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.49 8-9 >646 180 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.11 6 n/a n/a BCDL 10.0 Code FBC2010rrP12007 (Matrix-M) Weight: 223 Ib FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=1856/0-8-0 (min. 0-1-8), 6=1857/0-8-0 (min. 0-1-8) Max Horz2=-63(LC 6) Max Uplift2=-1332(LC 8), 6=-1358(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4630/3144, 3-4=-5583/3913, 4-5=-5583/3913, 5-6=-4632/3224 BOT CHORD 2-11 =-284514333, 9-11=-2857/4366, 8-9=2932/4368, 6-8=-2920/4335 WEBS 3-11 =-1 96/630, 3-9=943/1421, 4-9=-677/702, 5-9=-862/1419, 5-8=-195/630 NOTES 1) 2-ply truss to be connected together with 1 od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. ` 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply ii If ��� connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. ��� 3) Unbalanced roof live loads have been considered for this design. P6.......... F� ,,1� 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; ,1 Q f SAC`•• Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ,,••�,� �� `�� 5) Provide adequate drainage to prevent water ponding. ♦, N 6) Plates checked for a plus or minus 0 degree rotation about its center. 68182 * •% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will " fit between the bottom chord and any other members.= .D 9) Two RTBA USP to truss to bearing walls due to UPLIFT at 2 and 6. This connection is for uplift %• connectors recommended connect jt(s) p j Q 3 only and does not consider lateral forces. � ` "Semi 10) -rigid pltchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. T �j 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 166 lb up at 7-0-0, 4ei� 86 Ib down and 166 lb up at 9-0-12, 86 lb down and 166 Ib up at 11-0-12, 86 lb down and 166 lb up at 13-2-0, 86 Ib down and 166 lb SS • • •, • • �` �� up at 15-3-4, and 86 lb down and 166 lb up at 17-3-4, and 87 lb down and 251 lb up at 19-4-0 on top chord, and 407 Ib down and 291 \ lb up at 7-0-0, 64 lb down and 3 Ib up at 9-0-12, 64 lb down and 3 lb up at 11-0-12, 64 Ib down and 3 lb up at 13-2-0, 64 lb down and i 3 lb up at 15-3-4, and 64 lb down and 3 lb up at 17-3-4, and 407 lb down and 291 lb up at 19-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. FL Cert. 66.34 LOAD CASE(S) Standard August 21, Continued on a e 2 ® WARNING - Ves-�I%r design parameters and RF4 NOTES ON THIS AND INCLUDED ZffMf RSFER132ME PAGE MI 7473 BEFORE USE, ■■■■ Design valid for use any 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 l Is for lateral support of individual web members any. Additional temporary bracing to insure stability during construction is the responsibillity of the 'y'iTek• 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 Criterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information vat able from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 2314. Tampa, FL 33610-4115 1f! uthemPine SP lumtberisspecified,the desim values are these, effectiveO6 101j2013byALSC )13 Job Truss Truss Type Qty Ply 507 N. 44th St. T4992241 25652 A06G HIP GIRDER 1 2 Job Reference (optional) East Coast Truss, Fort Pierce, FL 7.430 s Jul 25 2013 MiTek Industries, Inc. Wed Aug 21 12:32:07 2013 Page 1 ID:K1YmZe7fSDu8xRCL1 Lsyl2ylvtH�_WjsRfpiYPGOGuPIYrB23JMGtWxPo5Fr61KFGyleD r J -0 i 7-0-0 11-1-15 i 15-2-1 19-4-0 26-4-0 i 27-1-0 1-4-0 7-0-0 4-1-15 4-0-3 4-1-15 7-40 1-4-0 Scale: 1/4"=1' 4x8 = 1x4 �� 3x4 = 4.00 12 4x8 = 3 18 4 5 6 T N IV N 2 la 8 ;7 d d 13 19 12 11 10 9 3x4 = US __ 2x4 II 3x8 = 5x6 = 3x4 = 2x4 I HUS26 i 7-0-0 11-1-15 1512-1 i 19-4-0 26.4.0 r Plate Offsets 3 - -0 6.0-5 0- -0 •0- - 0- -8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) IldeB Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) 0.36 10-12 >866 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.51 10-12 >615 180 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 273lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS ;(lb/size) ,I=2149/0-8-0 (min. 0-1-8), 7=1709/0-8-0 (min. 0-1-8) Max Horz2=-63(LC 6) Max Uplift2=-1529(LC 8), 7=-1213(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5938/4042, 3-4=-7013/4854, 4-5=-7013/4854, 5-6=-5923/4080, 6-7=-4533/3028 BOT CHORD 2-13=-3698/5597, 12-13=-3720/5642, 10-12=-3893/5923, 9-10=-2738/4269, 7-9=2735/4254 WEBS 3-13=-343/705,3-12=-1101/1708,4-12=-268/278,5-12=-1082/1312, 5-10=-879/649, 6-10=-1317/2029,6-9=-56/305 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. ` Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.� N �e, 2) All loads are Considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply ��,` 00I VF -. �F�i connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. �%.�O �.• G E N S • �� 3) Unbalanced roof live loads have been considered for this design. ,• �`••,• 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; 41% Exp C; End., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 N 68182 : •� 5) Provide adequate drainage to prevent water ponding. 7iC 7k ,. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for live load 20.Opsf the bottom in 3-6-0 tall by 2-0-0 a of on chord all areas where a rectangle wide will + 53 % T 0 F fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1529. i0 10) Two RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only �j� •.• �\ `1� and does not consider lateral forces. !off SS 11) ipitchbreaks including. heels" Member end fixity models used in the analysis and design of this truss. I N t 12) Use Simpson nSt Strong -Tie HUS26 (14 I10d Girder, 4- Od Truss, Single ePly Girder)or equivalent at 11-3-4 from the left end to connect i truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 166 lb up at 7-0-0j— FL Cert. 66.34 86 lb down 166 lb 9-0-12 top 407 lb down 291 lb 7-0-0, 64 lb down 3 lb 9-0-12 and and up at on chord, and and up at and and up at I on bottom chord. The design/selection of such connection device(s) is the responsibility of others. August 21, 1 IdNONAM 64610liprial permanent and stability bracing for truss system (not part of this component design) is always required. WARllrfM - LIIerify design poramotem and READ i OTM ON J aliS AND tNCLUDM 2+i7R'EK REFERENCE P?QE 6'IIf-7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and Is for an individual building component. �• Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding M'Tek• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/iPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information vai able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. Tampa, FL 33610.4115 3i5uuthernPtrte 5, lumber isspecified,the-dews ualuesarethosEeffective45 01PV23byALSC )13 Job Truss Truss Type Qty Ply St. 1507N.44th T4992242 25652 B01 Common 4 1 Job Reference o tional East Coast Truss, Fort Pierce, FL 7.430 s Jul 25 2013 MTek Industries. Inc. Wed Aug 21 12:32:07 2013 Page 1 ID:KTYmZe7fSDu6xRCL1 Lsyl2ylvlH-3_WjsRfpYPGOGuPYrB23JOytaQPtSFr61KFGyleD r 7-6.0 i 15-0-0 16-4-0 7-6-0 Scale = 1:26.8 4x4 = 2 4.00 12 N 1 3 4 Id 5 3x4 = 1x4 II 3x4 = i 7-rr0 15.0-0 LOADING (pso SPACING 1-11-4 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0.07 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.13 5-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight: 52lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-8-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS (lb/size) 1=536/Mechanical, 3=609/0-3-8 (min. 0-1-8) Max Horz1=-69(LC 6) Max Upliftl=-345(LC 8), 3=-458(LC 8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1134/801, 2-3=1048/618 BOT CHORD 1-5=895/1265, 3-5=688/1163 WEBS 2-5=0/283 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Ioadt. 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 ►►► ji� fit between the bottom chord and any other members. �� IN V �I�� 6) Refer to girder(s) for truss to truss connections. �� Q F , 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb) 1=345. ,.� G E•N �� 8) One RT3 USP Connectors recommended to conned truss to bearing walls due to UPLIFT atjt(s) 3. This connection is for uplift only and �••,, . does not consider lateral forces. i 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. N 68182 * % •% 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard T OF w' %` Wrenn►►► FL Cert. 6634 August 21, 013 WAPNNG - Ven; jZj design par urteiers cad READ 14OTBS ORr TIPS APD 71YCLWRD Pi1=REPEREINCE PAGE &71I-7473 BEFORE USE, ■■■ Design valid for use only with Milek 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 MTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vat able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. 1fS0uthern.Pine�iP�lumberisVecified,thedesimvaluesare thaseeffectiva05 01j20136yAL C Tampa, FL 33810-4115 Job Truss Truss Type city Ply 507 N. 44th St. T4992243 25652 B02 Hip 1 1 Job Reference o tional East Coast Truss, Fort Pierce, FL 7.430 s Jul 25 2013 MiTek Industries, Inc. Wed Aug 21 12:32:08 2013 Page 1 ID:KTYmZe7fSDu8xRCL1 Lsyl2ylvtH-XA453ngRTsY7ePTbIGMQbHsa2HwTBKfP3m2unjyle i -1-4-0 7-0-0 8-0-0 i 15-0-0 16.4-0 1-4-0 7-0-0 1-0-0 7-0-0 Scale = 1:29.5 48 = 3 s 4.00 12 rZ 2 4 5 Id 6 3x4 = 1x4 II 3x4 = 7-6-0 15-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.06 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.13 6-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2010/rP12007 (Matrix-M) Weight: 53 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 54-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-9 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=627/0-3-0 (min. 0-1-8), 4=627/0-3-0 (min. 0-1-8) Max Horz2=-65(LC 6) Max Uplift2=-471(LC 8), 4=471(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1080/634, 3-4=1080/634 BOT CHORD 2-6=706/1196, 4-6=706/1196 WEBS 3-6=0/290 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,y,111 11111� 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 �,�� � V F� fit between the bottom chord and any other members. 6) One RT3 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift •Q• •. • • �, pv �j ',O G E N S • F�'s, ,�� ,•'` only and does not consider lateral forces. ♦ F•••• • 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. N 68182 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. ` * :' LOAD CASE(S) Standard — :13 ' T OF �. •• • l�4 .0 • /C S • • 4*'hS. O N ALES ;C� �Il�ent+tn�� FL Cert. 6634 August 21, WARDt'fA}rt - verify d.W. paraw:ct. eznd READ MOTE& Old Tiirs AmD .,=LuDED E9'iEtS REPEREmE P_jGB 1w-7493 BEFORE USE. -- ' Design valid for use only with Mfrek 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 WOW ek•is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibllity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding i�iiT fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vai able from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 314. Tampa, FL 33610-4115 1f5outhernPne SpIlumberisspeciited,- the de-io value5arethoseeffectivecS 01f2U13byALSG )13 Job Truss Truss Type Qty Ply 507 N. 44th St. T4992244 25652 B03G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Fort Pierce, FL 7.430 s Jul 25 2013 MiTek Industries, Inc. Wed Aug 21 12:32:09 2013 Page 1 ID:KTYmZe7fSDuBxRCL1 Lsyl2ylvtH-7NeTH6h3E9g_GZ20sztf7UPhwhDCtmbYIQnRJ9yleD -1-4-0 5-0-0 10-0-0 15-0-0 1rr4-0 5-0-0 5-0-0 5-0-0 1-4-0 Scale = 1:29.5 4x4 = 4x4 = 4.00 12 3 15 16 4 N 2 5 ,a 6 Ia 8 17 18 7 3x4 = 1x4 II 1x4 II 3x4 = i 5-0.0 10-0-0 i 15-0-0 r LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Idd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.70 Vert(LL) 0.16 7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.22 7-8 >829 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 54 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-1 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=848/0-3-0 (min. 0-1-8), 5=890/0-3-0 (min. 0-1-8) Max Horz2=48(LC 7) Max Uplifi2=-627(LC 8), 5=-681(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1826/1226, 3-4=-1717/1204, 4-5=-1835/1238 BOT CHORD 2-8=1056/1697, 7-8=-1058/1717, 5-7=-1063/1703 WEBS 3-8=-41/344, 4-7=0/314 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. • 4) Plates checked for a plus or minus 0 degree rotation about its center. ,,�j1 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � 41J I N V Ike 6 • This truss has been designed for a live load of 20.0 sf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will S fit between the bottom ENS •• �i� chord and any other members. ♦1 ' F•••, 7) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift on%ly `� V and does not consider lateral forces. • N 681$2 8) Two RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only andy * ; '� does not consider lateral forces. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 120 lb up at 5-0-I�I'• -.a ; (r 45 lb down and 120 lb up at 7-0-12, and 45 lb down and 120 lb up at 7-114, and 134 lb down and 305 lb up at 10-0-0 on top chord, : ,� T (j( F and 112 lb down and 46 lb up at 5-0-0, 34 lb down and 20 lb up at 7-0-12, and 34 lb down and 20 lb up at 7-11-4, and 112 lb down d (V and 46 lb up at 9-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. �� •, Q+ ,� % 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. �� Q.•• �� �I SS• • •' •. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). j �� �� �,�� LOAD CASE(S) Standard �11111W10, 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=54, 3-4=-54, 4-6=-54, 9-12=-20 FL Cent. 6634 August 21, Continued on page 2 WAPNM • Venfy desigft parrearefers and REA➢ A10M OAF MIS AND tA`CLUDED AffTFXPBFEPBNCE 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 responsibility of the MiTek'erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information vai able from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 2314. Tampa, FL 33610-0115 1fS.outIn..Pine�frF�lumberissgecified,thedesianvaluesarethaseeifectiveO6 0112013byALSSG 013 L 0 ✓ Job Truss Truss Type Qty Ply 507 N. 44th St. T4992245 25652 MG01 Monophch Girder 1 1 Job Reference (optional) East Coast Truss, Fort Pierce, FL 7.430 s Jul 25 2013 MiTek Industries, Inc. Wed Aug 21 12:32:09 2013 Page 1 ID: KTYmZe7fSDuBxRCL1 Lsyl2ylvtH-7NeTH6h3E9g_GZ2osztf7UPefh94todYIQnRJ9yleD 7-0-0 7-ao 2x4 II Scale = 1:16.6 2 4.00 12 u 1 Q Q 6 7 8 3 Q 6, HUS26 HUS26 HUS26 4x4 = 2x4 I I 7-0-0 OffsetsPlate Q- - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) 0.30 3-5 >269 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.43 3-5 >191 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC20101TPI2007 (Matrix-M) Weight: 32 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except BOT CHORD 2x6 SP SS end verticals. WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-3-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS (Ib/size) 1=884/0-8-0 (min. 0-1-8), 3=1166/Mechanical Max Horz 1=140(LC 8) Max Upliftl=-569(LC 8), 3=-807(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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. `,�111111 i i fll�`, 5) Refer to girder(s) for truss to truss connections. ��� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at=lb) 3=807. . .. • • �j' 7) One RT3A USP to truss to bearing walls due to UPLIFT atjt(s) 1. This connection is for uplift only ,,� Op G E IN •` �, connectors recommended connect ♦♦ , ••'� and does not consider lateral forces. ♦ •• F•••, 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. N 681$2 9) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-0: * o from the left end to 6-0-0 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). o �. T O F i�•.��� LOAD CASE(S) Standard > P : • ♦ 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25©`.•` �,!!ss• Uniform Loads(2I�`1, �N ` `� 54, 1-3=-20 A�^ Concentrated Loads (lb) //11111% Vert: 6=-516(F) 7=-516(F) 8=516(F) FL Cert. 6634 August21, I , 7 .T.:. TABRIM-11- Fen; frj dssign parameters and READ NOMS ON 7i37S AND INCLUDED lit =RSFEREWE PAGE IUii-74 e 3 BEFORE USE. ■ Design valid for use only with MTek connectors. This design is based onlyupon parameters shown, and is for an individual building component. H�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 responsibllty of the f1�iTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SaMty Information vat able from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 2314. Tampa, FL 33610-4115 lfSauthernPine SP lumber is peclfled,thedeftrivatttesarethoseeffettive4ti 00023byAL.§G )13 A 3 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1�1 d For 4 x 2 orientation, locate plates 0-14G' 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 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/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 Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS cr-2 c2.3 c�� 4 WEBS o o m U ab " a- U O ~ c7e c c5-6 BOTTOM CHORDS 8 7 6 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 [CC -ES Reports: ESR-131 1, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Southern Pine lumber designations are as follows: SYP represents values as published by AWC in the 2005/2012 NDS SP represents ALSC approved/new values with effective date of June 1, 2013 5 © 2012 MiTekO All Rights Reserved 11111110M W1 0 MiTeka MiTek Engineering Reference Sheet: MII-7473 rev. 02/26/2013 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI I Quality Criteria. 1 �' BEGINNING AT THE NE COR" 71 'OF THE NE 1/4 OF THE NW 1/4 OF 1 NE 1/4 OF SECTION 7, TOWNSHIP 35.$OUTH, RANGE 40 EAST, RUN WEST 175 FEET TO A PC' THENCE .TURN AND RUN SOUTH 139 FEET' 2 -A POINT OF BEGINNING; FROM SAID. ( 4 OF BEGINNING CONTINUE SOUTH 57 FEET TO A POINT; -THENCE TURN AND RUN WEST 125. F#,_ / TO A POINT; AND THENCE TURN AND RC, ' 4ORTH 57 FEET TO A POINT; THENCE- TURN AND RUN EAST 125 FEET TO . THE POINT OF BEGINNING; SAID LOT ALSO BEING DESCRIBED AS LOT 13.OF AN UNRECORDED PLAT OF THE NE 1 /4 OF THE- NW 1/4 OF THE NE 1/4 OF SECTION 7, TOWNSHIP .35. SOUTH, RANGE 40 EAST, TOGETHER WITH RIGHT OF. INGRESS AND. EGRESS TO LOT OVER - AND ACROSS THE FOLLOWING DESCRIBED STREET; TO -'WIT: BEGINNING AT THE NE CORNER -:OF. THE .NE 1/4 OF THE NW 1/4 OF THE NE 1/4 OF -SECTION 7, TOWNSHIP 35 SOUTH, RANGE 40 EAST; RUN WEST A:95FEET .TO THE POINT OF BEGINNING, FROM SAID POINT OF BEGINNING CONTINUE- WEST 50 -FEET TO A POINT; . THENCE TURN AND. RUN SOUTH 196 FEET TO THE POINT OF BEGINNING; SAID REAL. PROPERTY IS ALSO DESCRIBED AS FOLLOWS: THE. -SOU. H 5Z FEET OF THE NORTH 196 FEET OF: THE WEST 125 FEET -OF :THE EAST 300:FEET OF'- THE -NE 1/4 OF -THE NW 1/4 OF THE NE 1/4 OF -SECTION 7, TOWNSHIP 35 SOUTH, RANGE 40 EAST,-�ST_ LUCIE COUNTY, FLORIDA. AND BEGINNING AT THE NE -CORNER OF THE NE-1/4 OF THE NW- 1/4 OF THE NE 1/4 OF: SECTION -7 -TOWNSHIP 35 SOUTH, RANGE 40 EAST, TURN AND RU.N 'WEST- 175 FEET TO -A POINT; . THENCE TURN- AND RUN SOUTH. 196 FEET:FOR A POINT OF BEGINNING; FROM SAID POINT BEGINNING. CONTINUE SOUTH 28.5: FEET TO A POINT; -THENCE TURN- AND RUN 'WEST 125 FEET -TO . A. POINT; THENCE TURN 'AND -RUN NORTH..28.5 FEET; THENCE -TURN AND- RUN EAST 125 -FEET TO THE- POINT OF BEGINNING; BEING OTHERWISE DESCRIBED AS THE -NORTH 1/2 OF LOT 14 OF AN .UNRECORDED PLAT ;OF METZGER _ROAD SUBDIVISION OF THE NE 1./4 .OF THE NW 1/4 OF THE. NE 1/4 -OF SECTION -7. TOWNSHIP .35, SOUTH, RANGE 40 EAST, -ST. - LUCIE COUNTY,: .FLORIDA, TOGETHER -WITH -RIGHT OF EGRESS -AND INGRESS TO -LOT OVER AND ACROSS THE FOLLOWING.DESCRIBED-ROAD; BEGINNING -AT THE NE CORNER OF THE;-NE-1/4 OF THE NW--1/4 OF THE NE 1/4.Or. SECTION 7. TOWNSHIP 35--SOUTH, RANGE 40 EAST,- TURN AND RUN VEST-125 FEET FOR A POINT, -OF BEGINNING; -FROM SAID POINT.OF- BEGINNING CONTINUE - WEST -50 FEET TO A POINT; THENCE.TURN AND RUN .SOUTH 253 FEET; THENCE TURN AND RUN 52-50- To -A POINT; THENCE TURN AND .RUN. NORTH 253 FEET TO. -THE POINT.OF-BEGINNING. _S89_51 '48"E _ -0 POINT OF COMMENCEMENT .. - ✓� /�'S Dom' 175.00' . NE. CORNER OF THE NE 1 4 I / - OF- THE NW 1/4 OF THENE 1/4 Vicinity ' Map (Not To .Scale) - SECTION 7 TOWNSHIP 35-SOUTH RANGE 40 EAST.. .. LEGEND- _ ® _ SANITARY CLEANOUT CONC = .CONCRETE- i x .(OCCUPIED) 4 CLF �I o - p, 1 t _ = PLUS OR MINUS _ . = WATER METER O101, (.CLEAR) - I � O� O� EP -_ EDGE :OF-. PAVEMENT A/C = AIR CONDITIONER PAD I ��O ���9 ) OB I O X`' XO BENCHMARK o - CLF CHAIN. LINK- FENCE Basis of Bea 5 M h oo• = SPOT ,ELEVATION x x — x _— Y —_3C— '� — x '� x x —s' — x — x — xP.ARsL 1 I : p�' (ASSUMED) _ FFE =FINISHED FLOOR ELEVATION WiF - WOOD FENCE _ S_ 8Jw51_ d�$.-._ E 125.00 f ;EL-50.00 - -DHE = OVERHEAD UTILITY LINES FIR = FOUND -5./8" IRON ROD FIR �O� I 1 SET NAIL Q1 WOOD POWER POLE nP = FOUND 1" IRON- PIPE BM = -BENCHMARK . POB = POINT .OF BEGINNING i i i f0� N : 26.8' +>0 " 1 1W — v w I _ c COVEREDF°113.8- Lq��� - 11a_ � _ 14.2' �0. CARPORT�` I ,�� - p - .`° v " WOODEN - - .M LOT AREA: 10,687 Sq, F#.; 0.25 Acresf - I c! SHED cv ,`p , c�i 17.5 d32.2 I ---- ----------- 0 STREET ADDRESS: 507 N 44th .Street, Fort Pierce, Florida 349.47. CONc - � 4:3' -ONE-STORY - " en iQ I _� .ems RESIDENCE . ,yo ago .~o- Z -SURVEYORS_ NOTES:. 10 .. .� Q CD g• 1. Bearings shown hereon ore _based on the North line of subject property and a o - / � FFE=5.1.05 � v_ -+-. I 0 c� X' I +o W bears N89'51'48"E. t� Lou � W OPEN�AIR � ¢ �i �� �°J x�j0 Oq°`- Q. 2. Written dimensions take precedence over scaled dimensions and distances 'are - la SHELTER 1LIMITS OF i 3 o, ,O w not to be scaled for construction - and/or design purposes. U I O 00 � DRAINFIELD ��' ga a , 2 31.6' " � S . N 3. All distances and bearings -are as field -measured and are coincident with ;0 U " 0- �� z I I fxa'' 17.0' o- �14.3 S 0----- - ------ '{ - O � ____________ 4�_______________,_____-``�.,.�, q: - - - �..• "PLAT" an -description data unless otherwise noted. " U) d desc w--- y ; i - I0 ...I 0 622 ,. _., m w 4 Th' d 1' h lW O I I O ' Z i " } Y - 1 5 K 1 I i PARCEL 1 PARCEL 2 I SCONTROL,�XPANEL `� ; 6' WF 4 CLF 09 , (CLEAR) /-(CLEAR) �' ; 00 i �O• � asp, �,—x—x—x—rx—x—xYc—x—Y--�—x•—x x FIR AUGUST 27, 2013 N 89'51'48" W (OCCUPIED) Date of Signature WIWAM B.-BENNIETT Professional Surveyor & Mapper Florida Certificate No. 6353 LB No. 7608 WELL CO 0r, _ P PARCEL I x—x--x—�x 5.00' WELL FIP a- � fi DcCb x. is rowing is -not void wit out the -signature and original raised seal of a W Florida licensed Surveyor .& Mapper. 5. This survey is based :upon- a description furnished by the client, there has z been no search of the public records done by this office. W 6. property lies in Flood Zone "X" as scaled from the Nation_ al Flood insurance 0 Program Rate Map, Community Panel Number 12111CO178 J. with an effective Z date of February, 16,-2012. 7. This survey is not covered by professional liability insurance. 0 - 8. 'City water. & sewer .are available in this area. 9. No underground utilities or improvements were located unless otherwise shown. 10. Elevations shown hereon are based upon an assumed datum. CERTIFIED TO: A.-THOMAS CONSTRUCTION Date of Last field work: 08/26/2013 , Boundary & Topographic Survey ;,•Prepared on the order of: fennett Bennett Surveying, Inc. A Thomas Construction 8833 San Mdr'°s Field: LM/BB' Job No.: 13-0812 West Palm Beach, Florida 33411 tel:772.336.4933 Drawn: APB Date:08/27/2013 email: bennettsurveyingOyahoo.com Scale: 1 "=20' Sheet: 1 of 1 BEGINNING AT THE NE CORNER OF THE NE 1/4 OF THE NW 1/4 'OF THE NE 1/4 OF SECTION 7, TOWNSHIP 35 SOUTH. RANGE 40 EAST, RUN WEST 175 FEET TO A POINT, THENCE TURN AND RUN SOUTH- 139 FEET FORA POINT OF BEGINNING; FROM SAID POINT OF BEGINNING CONTINUE SOUTH 57 FEET TO A POINT; THENCE TURN AND RUN -WEST 125 FEET TO A POINT; AND THENCE TURN AND RUN NORTH 57 FEET TO A POINT; THENCE TURN AND RUN EAST 125 FEET .TO THE POINT -OF -BEGINNING; SAID LOT ALSO BEING DESCRIBED AS LOT 13 OF AN UNRECORDED PLAT OF THE: NE 1/4OF THE NW 1/4 OF THE NE 1/4-OF SECTION 7, TOWNSHIP 35 SOUTH, RANGE 40 EAST, TOGETHER WITH RIGHT OF INGRESS AND EGRESS TO LOT OVER AND ACROSS THE FOLLOWING DESCRIBED .STREET; TO -WIT:. BEGINNING AT THE - NE: CORNER OF -THE NE 1/4.OF .THE, NW 1/4 OF THE NE 1/4 OF .SECTION 7, TOWNSHIP 35 SOUTH, RANGE 40 -EAST; RUN WEST 1.25 FEET TO THE POINT OF BEGINNING, 'FROM. SAID' POINT, OF: BEGINNING CONTINUE - WEST 50 FEET TO A POINT; THENCE TURN AND RUN -SOUTH_ 196 FEET TO -THE - POINT.OF BEGINNING; SAID -REAL PROPERTY IS ALSO-_ DESCRIBED AS --FOLLOWS: THE SOUTH 57 FEET OF THE NORTH 196 FEET OF :THE_ WEST 125 FEET OF THE EAST.300 FEET, OF THE NE 1/4 OF .THE NW .1/4 -OF- THE NE 1/4 OF SECTION 7. TOWNSHIP-.35 SOUTH, RANGE -40 EAST; ST. LUCIE COUNTY, FLORIDA: AND BEGINNING AT THE NE CORNER OF THE -NE 1/4 OF THE- NW 1/4 OF -THE.-NE. 1/4 OF SECTION 7, TOWNSHIP. 35 SOUTH- RANGE 40 EAST, :TURN AND:RUN .WEST 175 FEET TO A: POINT; THENCE TURN -AhID .RUN SOUTH '196 FEET FOR -A POINT OE- BEGINNING; _.FROM SAID -POINT BEGINNING CONTINUE. SOUTH -2&5-FEET TO •A POINT; THENCE TURN AND RUN :WEST 125--FEET TO A POINT; THENCE TURN AND RUN NORTH 28.5 FEET; THENCE` TURN AND RUN EAST 125- FEET TO THE POINT OF BEGINNING; BEING OTHERWISE DESCRIBED AS THE ' NORTH 1 /2 OF LOT- 14. OF AN UNRECORDED PLAT OF- METZGER ROAD SUBDIVISION OF- THE' NE 1/4 OF THE NW 1/4 OF THE NE_ 1/4 OF SECTION.-7,. TOWNSHIP. 35 SOUTH, RANGE.40 EAST, 5T. LUCIE -COUNTY, ;FLORIDA. _TOGETHER WITH RIGHT OF -EGRESS ANO INGRESS TO LOT OVER AND ACROSS- THE FOLLOWING DESCRIBED ROAD;- BEGINNING- AT, THE NE CORNER OF THE_ NE -1/4 OF THE ,NW 1/4 OF THE NE 1 /4.OF SECTION 7, TOWNSHIP 35 - SOUTH, RANGE, 4.0 EAST, TURN - AND RUN .WEST 125 FEET FOR A --POINT OF.: BEGINNING; FROM SAID POINT OF BEGINNING CONTINUE _WEST : 5- FEET-TO A POINT; THENCE :TURN AND RUN SOUTH 253"FEET; THENCE TURN AND RllN EAST 50 .FEET TO .A POINT; _THENCE TURN AND: RUN :NORTH 253 `FEET TO THE. POINT OF BEGINNING.. . * - - - - •0 POINT OF COMMENCEMENT ' S89'51'48"E PZrl ?,AI NE'CORNER OF THE. NE 1/4. / ✓ I . 175.00' OF THE NW 1/4 OP THE NE- 1/4 - (Not -To scale-)- SECTION 7.TOWNSHIP 35 SOUTH LE%iD - - RANGE 40 EAST _ E I 1 © =-SANITARY-.CLEANOUT CONC = CONCRETE (OCCUPIED) 4' CLFla PLUS OR MINUS ;y'1 EP EDGE OF PAVEMENT A C _ WATER METER s p p _ (CLEAR) I rn p• O• o / AIR CONDITIONER PAD ' rO (Basis. of Bearings) ii �h X� - X`'� BENCHMARK x 'CLF = CHAIN LINK FENCE oo SPOT ELEVATION - % :-.. ++-- - - % -+' ` - " - % - '-- ' I h (ASSUMED) - FFE FINISHED .FLOOR ELEVATION = WF - WOOD FENCE $�'�'f'�$ 125.00 - ' "` , - EL-50.00 _ -OBE- = OVERHEAD.UTILITY LINE = FOUND 5/8--IRON ROD 3 of ( SET NAIL QS WOOD POWER POLE PP IRON PIPE Poe a. (I - BM = BENCHMARK. -POB � I BEGINNING f 1 O 1 1 -PARCEL 1� I Iw- 1 2013 i �cW v x x o - o kq9 i i�,�'`� _ o - - PERMITTING . _ ! _ tx - LOT AREA: -10t687 .Sq: Ft.; 0.25 Acres�t. Lucie CountyFL O , �t,C;.�E;; _ ♦.., STREET ADDRESS: 507 N 44th Street, Fort Pierce, Florida 34947. I to � N _ Qr x ,�' `' 4;_ __ -_ j v7 i SURVEYORS' NOTES: ------ ----- - - ,� ^ I `a 38,0' w = .oj �o,� to -f•- W 1. Bearings shown hereon are based on the North line of subject property _and En i� p " �.. 1 r- x a �1 f/� W bears N89'51'48"E. 1� d L+J Fotms y o o - x . 3 �0 XyO p0 Q 2. Written' dimensions take precedence over scaled dimensions and distances are ,p M :ram c� t- �a,' g W �1 not to be scaled -- for_ construction and/or design- purposes:- ! 0 _ to Top of Form tt ti �- �? .� 1 \ 3. All distances and bearings are as field measured and are coincident 'with to U O- 36 9' _ ___ N Elevation=52.06 N' __-_-_ '9r0'~ _ _ x -O •41 rn "PLAT" and description data -unless otherwise noted. �• O�9 WELL 1 'r W 4. This drawing. is not valid without the' signature and original raised seal of a to O 6, _ �L .C� Florida licensed Surve r 8c Ma er _ PARCEL 1 _ - Ell 50 1' POB PARCEL 2� 611 I >kp x FORMS � x I ICL uoi Go 4' CLF ice; N ;b ONLY. 04., 6' ,50 x `� ; 1 (CLEAR) l; 1 hp '(CLEAR) -� ••� -,��CK ,o,• i --�k q'S I 1 yv��• 1 of T FIR OCTOBER 14, 2013 Date of Signature N 89'51'48" W (OCCUPIED) WLLIAM B. BENNETT Professional Soir"yor & Mapper Florida CertificaFe No. 6353. LB No. 7608 - � 125.00' FIP ¢WELL W ya PP 5. This survey is based upon a description furnished by -the client, there has Z W been no search of the public records_ done by this office. - W 6. Property lies in Flood Zone "X" as scaled from the National Flood Insurance Program Rate Map, Community Panel Number 12111CO178 J, with an effective Z date of February 16, 2012. 7. This survey is not covered by professional liability insurance. 0 8. City water & sewer are available in this area.UO 9. No underground utilities or improvements were located unless otherwise shown- 10. Elevations shown hereon are based upon an assumed datum. %. ucje Co. Date I `l. it APPIOV Revised: Edit porch location/add drive, LM, 09-11-13. Revised: Form Board tie-in, WB, 10-14-13. 'CERTIFIED TO: A. THOMAS CONSTRUCTION Date of Last field work:10/13/2013 , Survey Form Board lie -In Prepared on the order of: Jen netf _ - _ Bennett Surveying, .Inc. A Thomas Construction 8633 San -Andras Field: LM/BB Job No.: 13-0812 West ' Palm Beach. Florida 33411 tel:772.336.4,933 Drawn: WB Date:08/29/2013 email: bennettsurveyingOyahoo.com Scale: 1 "=20' Sheet: 1 of 1 BEGINNING AT THE NE CORNER OF THE -NE 1/4 OF THE NW 1/4 OF THE NE 1/4 OF SECTION 7, TOWNSHIP 35 SOUTH,. RANGE 40 EAST. RUN WEST 175 (FEET TO A. POINT.- THENCE TURN AND RUN- SOUTH 139 . FEET --FOR A POINT OF BEGINNING; FROM SAID - POINT OF. -BEGINNING CONTINUE .SOUTH. 57 FEET TO A POINT.'THENCE-- TURN AND' -RUN WEST-125 FEET TO A POINT;' AND THENCE TURN 'AND RUN NORTH .`57 . FEET TO A POINT; THENCE TURN AND RUN. EAST 125 FEET TO -THE POINT OF BEGINNING; SAID LOT ALSO BEING DESCRIBED AS LOT. 13 OF AN . UNRECORDED PLAT -OF THE NE 1/4 OF THE NW 1/4 OF THE NE 1/4 OF SECTION. 7. TOWNSHIP 35 _SOUTH;:RANGE 40-EAST. TOGETHER WiTH RIGHT OF INGRESS .AND EGRESS TO. LOT OVER. AND ACROSS THE FOLLOWING DESCRIBED STREET; TO -WIT: BEGINNING- AT THE NE CORNER -OF T'HE NE 1/4 OF -THE NW -1/4. OF -THE NE .1/4 OF SECTION-_7,- TOWNSHIP 35 SOUTH, RANGE . 40 EAST; RUN :WEST -125 FEET TO THE POINT OF -BEGINNING, FROM SAID - POINT _OF .BEGINNING CONTINUE .WEST 50 .FEET TO A POINT; THENCE .TURN .AND RUN: SOUTH 196 FEET._TO- THE POINT OF' BEGINNING; SAID REAL PROPERTY _IS ALSO DESCRIBED: -AS .FOLLOWS:- THE SOUTH 51 FEET OF THE_ NORTH 196 FEET OF THE WEST 125 FEET OF THE .EAST- 300_ FEET OF THE NE J/4 -OF THE -NW 1/4 OF _THE NE 1./4 -OF- SECTION -7. TOWNSHIP 35 SOlJTH,.. RANGE 40 EAST, ST. LUOE COUNIY, FLORIDA. AND. BEGINNING AT THE NE -CORNER-OF THE NE 1/4- OF _THE NW-1/4.OF THE NE 1/4 OF-. SECTION 7, TOWNSHIP 35 SOUTH, RANGE 40 EAST, .TURN AND RUN WEST. 1.75. FEET.TO A POINT; THENCETU.RN AND RUN SOUTH -196 FEET FOR A POINT OF BEGINNING; FROM SAID POiNT.-BEGINNING CONTINUE. SOUTH 28.5 FEET TO A POINT; THENCE TURN AND RUN WEST-.125 FEET TO - A POINT.' THENCE- TURN AND .RUN NORTH 28.5 FEET;- THENCE -TURN -AND RUN EAST-.125 FEET TO THE- POINT -OF BEGINNING BEING OTHERWISE DESCRIBED: AS THE. NORTH 1 /2 OF LOT -1.4 . OF AN UNRECORDEO'PLAT OF METZGER ROAD SUBOIVISiON-OF THE NE 1/4 OF THE NW 1/4 OF_ THE -NE 1:/4- OF SECTION-.7, TOWNSHIP 35_SOUTH..= RANGE: 40 EAST, ST. LUCIE-COUNTY, FLORIDA, TOGETHER WITH RIGHT -:OF EGRESS -AND INGRESS TO LOT -OVER AND -ACROSS THE FOLLOWING- DESCRIBED _ROAD; BEGINNING AT THE NE CORNER;OF'THE .NE 1/4,OF THE NW 1-/4 OF THE: NE 1/4. OF SECTION 7, .TOWNSHIP 35 SOUTH, RANGE 40.'EAST, TURN -AND RUN WEST. 125 FEET F'.OR .A POINT OF BEGINNING; FROM -SAID POINT OF BEGINNING CONTINUE:. WEST. 50 FEET TO. A :POINT; THENCE. TURN AND RUN SOUTH. 253 FEET,. -THENCE TURN AND RUN EAST 50 FEET TO A POINT; THENCE TURN AND RUN NORTH 253 FEET TO THE POINT. OF BEGINNING. .- - - -, -=- - -e P01NT- OF COMMENCEMENT - = S89'51 48 E T NE CORNER OF THE NE 1/4: _ 1 1:75.0fl OF THE NW 1/4 OF THE WE 1/4 OW _ r.1 ...fh-"�C S"" a^•^'t �•±"��-e'�'Z <S, �•�'i'i'�C�~i t r *t '� _ a`:% i 5c -� �� - •� ��„'�'��-. ;-- ice; �h't�'�-T t vlcdx1t (Not -To Scale) - - NO CONFLICT WITH WELL &-SEPTIC SECTION 7 TOWNSHIP 35 SOUTH = RANGE 40 EAST �D ®" SANITARY CLEANOUT CONC CONCRETE I L - (OCCUPIED) 41 CLF .10 i t PLUS OR MINUS - ♦ WATER METER O O �� {CLEAR) .I �_ ° EP EDGE OF PAVEMENT A C �- AIR CONDITIONER PAD �o,`O s�� (Basis of Bea rgs) � �, h°' h°• 1�lCHMARK oo° _ _SPOT ELEVATION / D O X X k CLF- a CHAIN LINK FENCE _ ' _ — ._ — _ '� - - ASSUMED _ FFE FINISHED FLOOR ELEVATION = $1 1�13.00 � WF WOOD FENCE 9 �- x ( J 1 O LO l :a x {. i , 00 IF Q ,. W w o {0 i� V I U O' O O W l o I O � O I I O i Z t � x I _ I Ix ix Y x I SEPTEMBER 11, 2013 Date of Signature 89'51'48" W (OCCUPIED) V VALUAM B. BENNETT Professional Surveyor & Moppet Florida Certificate 'No. 6353 LB No. 7608 St. Lucie Co.,.:ill I•i�- t Environmental Heaitl Dvisia,l Site"Pla;l roved for Con3trL:aic l Supers�M- Previous Site Plans- OSTDS # 3 - 4�-• and Well # -� Date: SET NAIL _ 1$IMIN. SETBACK REQ, �O.� RONT_-- X BIDES CNR SIDE REAR ZNG. Revia+��i drive, LM, 09-11-13. -OHF = OVERHEAD UTILITY LINES FIR = FOUND 5/8" IRON .ROD 0 = WOOD POWER POLE nP FOUND 1" IRON PIPE BM = BENCHMARK POB POINT. OF BEGINNING - 'LOT AREA:.-10,687 Sq. Ft.; 0.25 Acres± STREET ADDRESS: 507 N 44th -Street, Fort Pierce, -Florida 34947.- - SURVEYORS' NOTES: 1. Bearings shown hereon are based on the North line of subject property .and bears N89'51'48"E. 2; Written dimensions take precedence over scaled dimensions and distances. are not to be scaled for construction and/or design purposes. ..3. All distances and bearings ore as field measured and -are coincident -with "PLAT" and description data unless otherwise noted. 4. This drawing is not valid without the signatu-re and original raise_ d seal of .a Florida licensed Surveyor :& Mapper. - . 5. This survey is based upon a description furnished by the client, there has been no search of the public records done .by this office. 6. Property lies in Flood Zone "X" as scaled from the National flood 'Insurance Program Rate Map, Community Panel Number 12111CO178 J, with an effective date of February 16, 2012. 7. -This survey is not covered by professional Ilab.liity insurance. 8. `City water & sewer ore available in this area. 9. :No underground utilities or improvements -were located unless otherwise shown. s 10. Elevations shown hereon are based upon an assumed datum. CERTIFIED TO: A. THOMAS CONSTRUCTION ---� lt _t e n f 1 ett Bennett Surveying, Inc. 81333 Son Andros Wed Paine Beach, Florida 33411 tel: 772.336.4933 email: bennettsurvevina*vahoo.con Date of -Last field work: 08/28/2013 Boundary & Topo Site Plan Prepared on the order of: A Thous Construction Field: LM• HB Job No.: 13-0812 Drawn: WH Date:08/29/201 Scale: 1' =20' Sheaf: 1 of 1