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Home My WebLink AboutSUBMITTED PAPPERS<71 OI:FICE USE O�Y: BY DATEFILED: %% • N ML eCounty ��v//� �1 PLAN REVIEW FEE: RECEIP O.: "1 • oZ PERMIT NUMBER.- CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPNED ' J PLANNING & DEVELOPMENT SERVICES BY �I-~ty p BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue 0 sCq e —~ Ft. Pierce FL 34982-5652 ^, 772462-1553 V l� St ey'V�Q �5Pi�4n'l+� 1�CQ sub 49r�.b. RUC/0Co JII2�FRA�)N�tvCl��l� APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING /COMPLIANCE 3 l a 37 y S ky rnw5},er PROJECT INFORMATION Y�fcS' LI' L19 7 nn+: 0,T 1. LOCATION/SITEADDRESS:oi-dr-Skyryia54er 6L �K Ki/14 (11mVe—, 1liEC n i 1 =1 2. PROJECT NAME.Rk � �..t�PAII SITE PLAN NAME: eff ? G Yt6A HA 3. PROPERTY TAX ID #: �Z7,,+ So I 00 �(o QZ 9 / /� I 101o c 4. LEGAL DESCRIPTION (attach extra sheets if necessary): L0T Treu 5 v r� ot? S'T parv- ,'r 5. PLAT BOOK 6. PAGE NO 7. BLOCK �NOp. 8. LOT NO. . 9. PARCEL, SIZE (ACRES/SQ FT.): O G LOTDIMENSIONS: bA 2,1 X Z(�'�. 0 X "3.81 X 13.%6 SO.O' x 310jj.-11' L 10. COMPLETE ESCRIPTION OF CO TRUCTION ROJECT OR WORK ACTIVITY: Y� 5 0f , fan CA a lcq-1 I. SETB CKS (ACTUAL) FRONT:1 / BACK: ZJ 7. Z RIGHT SIDE: 4oq. rj /L T SIDE: 3• S � 1�10 1 � y� j 1U 12. OF CONSTRUCTION (Check a I appropriate boxes ' 7�� r NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ]� I1� MRIOR RENOVATION RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL ] OTHER (SPECIFY) �/ 13. DESCRIPTION OF PROPOSED USE: S/ I7 q f t ro vu, I Y k e5iyoc-e LvZ �ruj?q G cj' 14. SQ. FT OF CONSTRUCTION: ' V 15. SF. FT 1st FLOOR: — ZCO— y 900 �1-vq oGl .©o J(�oz7o 16. VALUE OF CONSTRUCTION: $ t p/ ll..�� O x I o Cwcr ed 1 vrG6= The value of construction is used to determine the amount orpermit 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 s ( t �' b N ck �q woman o �` a •' OO UPDATED 625/09 PM M OWNER INFORMATION CYI I I , NAME: T-e+fC a-4 1.-4 ri (1"'1 ["l et I I ADDRESS: ' 700pv w& A I've CITY: . P.,.QSTATE: lrk ZIP: :54gfr PHONE (DAYTIME): 400 010 (o Email: fi Al - IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. � /� FEE SIMPLE TITLEHOLDER: r4 A- ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (_) CONTRACTOR INFORMATION ST ofFLREGCERT#• CCSG r)17'40'� BUSINESS NAME: R�I'CCna 1 QUALIFIERS NAME: 6 V I ADDRESS:�b 559 1& 4 CITY: . T i -g PHONE (DAYTIME): 71Z-j ARCHIT/ENGINEER: CITY: K 7T. fiGl Pi PHONE (DAYTIME): O rf ST. LUCIE COUNTY CERT i5 L'ens�.%�rP. STATE: Ff, . ZIP: 1.4 9 ✓`+ FAXNO.77Z -froS 7J565 Email: N114 I I STATE: ZIP: BONDING COMPANY: ADDRESS: CITY: STATE: ZIP: MORTGAGE LENDER: qA 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 cwncurrency 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 INTEREST THAT 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. Z OWNER OR CONTRACTOR SIGNATURE STATE OF FLOWIDA I_ _ _ COUNTY OF V—r L a 7 The foregoing instrument was acknowledged before me this /��/�! day of by v`�i�%E%Z�L1 who is personally known or has produced as identification. Sig at •e o Notary a•""•.. ROGER A. PRIEST CONTRA OR SIGNATURE STATE OF FLORIDA COUNTY OF {7 J�PG/E The foregoing instrument was acknowledged before me this /� Zday of / : o . 20/% by AZL64--4-C 44W who is personally known or has produced s-- as identification. ' na re of Notary Commission No. if`A•�e.�Ns Nok($pgil� is - Stale o1 Florida Commission No. "': �'••. A. PRIEST ' . r My Comm. Expires Nov 7, 2018 ; •• °'4`.'= Notary Public - State of Florida Commission N EE 217267 0 : •# My Comm. Expires Nov 7, 2016 %$°,"„' BondedThrauObNational Natal, ass^ ' eT£ CcrmrssicnNEE217267 NOTE: TWO (2) SI A E REQUIRED. EACH SIGNATURE MUST BE NOTABI&b. IF AM' THIS BUILDING PERMIT AS AN OWNERBUILDER, THE OWNER MUST PERSONALLY APPEAR TO.'I P THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNERBUILDER APPLICANTS. For specific instructions see appropriate permit checklist. f WA OFFICE USE ONLY BP SECTION TOWNSHIP 5 RANGE MAP NO. ZONING LAND USE 5 LOT CVG % �j , -I TAZ NO. FLOOD ZONE FMM MAP # Ot+OO 1ST FLR ELV MAX HGT CONST TYPE OCCUP TYPEp MAX OCCUP # OF FLRS WATER SEWER '7 '� SPRINKLERS STORMWATER Ca- LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE �I AREA FEE FEE (RADON) LIBIMPACT Y PUBLICFEE � N K 3 w PACT ' l �Iy IMPACT •� IM ACTLD " IMM FEE CORRECTION FEE FEE GENERAL rna, n SCHOOL IMPACT ^ c45- Jj� "� ROAD IMPACT 1 ' Lib CREDIT Y © LAW ENF IMPACT %�� _ FEE FEE FEE 12��I FIRE/EMS Q DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT 5� V REQUIRED FEE e S I 1 VARIANCE FEE FEE _ V m SPECIFY MECHANIC ROOF -'� NON -CONFORMING ISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: L/1�3d 2— REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVYEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE S COMPLETED - 43 INITIALS 5® X GIB -cj Lf4�. ?s-r � L)4) 81. Property Appraiser - St.Lucip County, FL Page 1 of 1 PROPERTY RECORD CARD Peter D Hall Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification --yote�o Site Address: SKYKING DR ParcellD: 4224-501-0066-000-8 SerliownlRange: 24 :37S :38E Account#: 125828 r8 < Map ID: 42/23X Use Type: Vac Res Zoning: AG-5 City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Peter D Hall Linda B Hall TREASURE COAST AIRPARK LOT 66 (4.70 AC) (OR 3376-931) Address: 12371 Grumman Way - Port St Lucie FL 34987-2528 Sales Information Assessment 2012 Total Land and Building Date Price Code Deed Book/Page 2012 Final: 87000 Land Value: 87000 Acres: 4.7 3/29/2012 95000 0001 WD 3376 / 0931 Assessed: 87000 Building Value: 0 8/1/2007 180000 00 WD 2919/2701 Ag.Credit: 0 Finished Area: 0SgFt 7/13/2007 374700 00 WD 2849/2684 Exempt: 7/13/2007 100 01 WD 2849/2676 Taxable: 7/13/2007 100 01 WD 2849/2674 Taxes: 1742.42 SCANNED 10/30/1999 25200 04 WD 1260 / 0279 5/27/1997 50000 00 WD 1079/0925 BY 6/23/1994 44500 00 WD 0908/1031 St. Lucie County BUILDING INFORMATION ( e n he e- 4 Exterior Features View: - ExtType: - Grade: - StoryHght: - Interior Features BedRooms: FullBath: 1/2Bath: %A/C: Special Features and Yard Items Type Y/S Qty. Units RoofCover: YearBlt: EffYrB[t: No.Units: Electric: HeatType: HeatFuel: %Heated: 1_. Land Information Qua]. Cond. YrBlt. No. Use Type 1 0000-Vac Res 2 0000-Vac Res RoofStruct: Frame: PrimeWall: SecWall: PrmintWall: AvgHVFI: Pnn.Flars: %Sprinkled: Type Measure Depth 580 -Acres 2.42 N -Acres 2.34 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. 0%G-5 A& -5 httD://www.Dasle.orpJnaslc/Drc.asr)?Drclid=422450100660008 11/21/2012 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE COMPLIANCE DIVISION SCANNED BY S BUILDING PERMIT t. Lucie County SUB -CONTRACTOR SUMMARY C"5f i L-OV, will be using the following sub -contractors for the (Company/Individual Name) project located address or It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical 0-es EledfiC p T !,/CI —(a tvc 4zG-7 SO-& d©n ESK 000q 2� Plumbing 1_Ir 1l V r'57t F'6"'6,' z6 90 �i 2 GG C-FG 142- 84S xvAc/ 5-2aCouS ,� r7 �©�/�y b ©Z 03 Mechanical �fn � G O 1 b`tYl^ fi ro Roofing �7 1 K Cl 0'('t V DGU"rj cots� (vG FF-M5 Gas F10 0 %r J G l�+S JC P fP55 z� �Or� OFFICE USE ONLY: PERMIT ISSUE DATE: NUMBER: ....; ..h. PLANNING & DEVELOPMENT SERVICES S Building & Code Compliance Division m . _.._......�.;_...._......_ ... _... BUILDING PERMIT SCANNE[) SUBCONTRACTOR AGREEMENT BY !!�� I _� � St. Lucie County St. Lucie County Contractor Certification Number: a loft U State of Florida Certification Number (Irapplicable): 9 COS 15 ke? `ram a's /�, have agreed to be the (Company Name/Individual Name) l_�tGl sub -contractor for J?fr,�l (Type of Trade) (Primary Contractor) ia37 � ' / j for the project locatedaf��KyWrGSiPr� Q' S4. I—VGi-e-- (Project Street Address or Properly Tax ID 11) 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: SLR ceJV f ,® No. 004-00) ,AN �p13 BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ARE REQUIRED PRINT NAME D TE B lnessName: A dress: �NL.3 :b%A City/State/Zip: \f c�(� rst 1. 3�{ ICI4t Phone: 781— Wa9 email: OFFICE USE ONI,Y_ PERMR # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SCANNED SUB -CONTRACTOR AGREEMENT BY St. Lucie County St. Lucie County Contractor Certification Number: y�(.0 �% . State ofFlorida Certification Number (if applimble): LecR 00�g I �. �/OF�S��PcfiiG of P�Gu<;e �un7t�, rnL have agreed to be the (Company Name/Individual Name) L'It'L %Yic Ll l (Type of Trade) for the project located at sub -contractor for X• D4 Y i S (I?S15 A,i V7, /17c. (Primary Contractor) (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED _J_,Se.eh E.*-,? o.t SIYNATVRE PRINT NAME DATE Business Name: Je?s Ctee. D1 31 Ztttie 6a,*j )bt Address: 9si W4anvi O/151 a City/State/Zip: F0r>- F4rCe FL 3H9,fa Phone: IQ 91P5•0L3/03 email: (Uaes CS�Iutl2�apl.ev� PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT SCANNED St. Lucie County Contractor Certification Number: 26901 St I UC B County State of Florida Certification Number (If applicable): CFC1428458 Lindquist Plumbing have agreed to be the (Company Name/Individual Name) Plumbing sub -contractor for R.K. Davis Construction (Type of Trade) (Primary Contractor) for the project located at 12374 Skymaster Street (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED SIGNATURE Wade Case PRINT NAME Business Name: Lindquist Plumbing & Supply co Inc Address: 3185 Sneed Road City/State/Zip: Phone: Fort Pierce. Fl. 34945 461-1969 nFFTCF. TT.4F, ONLY: 12/4/12 DATE email: lindquistplumbing@ymail.com PERMIT # ISSUE DATE ST. LUCIE COUNTY Pti'n;.IC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number. State of Florida Certification Number (If applicable): the HVALK 1_ (type of construction trade) SCANNED BY C90 St. Lucie County - Lorld; t) on � ng has agreed to be (companylndividual name) sub-contractorfor �"h"'J K L�.Vlsc.'s/ Grp for the project located at (street address or property tax ID #) (name of the prime contractor) 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 Form (SLCCDV FORM NO. 004-00). .............. signatures required): S Ytr1 V L-Ariqel Print name Date businessn: 5-eC!npag"I (.(ircenJIr'h11O; YtQ address: //_7fzd• ifs city,state,zip: Pr"PCIDP.x Pick. 34-44 phone: S'(P1 466 Z,4eO 7FFICE'USE ONLY: SLCCDV FORM NO.: 007 PERMR # ISSUE DATE Do PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB-CONTRACTORAGREfMENT SC NNEt)!� St. L UCI St. Lucie County Contractor Certification Number: d. � n e C UI),, State of Florida Certification Number Orappiicame):75� 46'N,Nz,—� 0-aN &z� • have agreed to be the (Company Neme/IndividualName) Gl sub -contractor for :&: ,p rj M� , �i S �>7�� Orr. (Type of Trade) (Primary Contractor) forthe project located at 17374A, Pt • S+ LVr i P� (Project Strect Address or Property Tax ID It 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) ARE REQUIRED �JCLMP$ 6-exi ✓ _I13165— PRINTNAME DATE B InessName: cJ6 &e'�S C✓X!•fe�IN A dress: 3(5 � ,��(lC'r �N"kz 'llama o' i City/State/Zlp: \ �r�(� r --, t{ 0A 4 Phone: 7�f'2. 1 ^ �� -� _ email: (jY (vv OFFICE USE ONLY: PERMIT A ISSUE DATE L l Lydia Galbraith From: James D. Beams, Sr. Sent: Monday, December 03, 2012 1:59 PM To: Lydia Galbraith Subject: RE: lot 66 corner of skymaster St and Skyking dr. Port St Lucie, Treasure Coast Airpark Treasure Coast Airpark is a privet community, no permit required. Thanks O SCq pNNED From: Lydia Galbraith -Ucie CDUhty Sent: Monday, December 03, 2012 1:34 PM To: James D. Beams, Sr. Subject: lot 66 corner of skymaster St and Skyking dr. Port St Lucie, Treasure Coast Airpark Hi Jimmy, We have a building permit for above location for SFR with hangar. Do they need anything from you? Please let me know. Thanks, L_ldd4l g cial,braLth Planning Technician Planning and Development Services Phone: (772) 462-1555 Fax: (772) 462-6446 Email: oalbraithl anstluciecaoro 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. BUILDER SL uNED By. '�St.`Lucietounty 2ti PEST CONTROL INC 1-800-929-BUGS APEXACCOUNT Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 105.10) SERVICE INVOICE PO# AMOUNT r)f} t Treatment Address a?-LotBlock/Unil ofTreatment �`},'� Date / Time. +�`nt`l,A\ Applicatorly Product Use'-\- �t\\Cl:�` Chemical Used (active ingredient) \\y � `cly Y \ Number of Gallons Applied iJ Percent Concentration D i q c�� Area Treated -(square feet) . � Linear Feet Treated Stage of Treatment (Horizontal, Vertical, Adjoining Slab, Retreat of Disturbed Area) As per 104.2.6 — If soil chemical barrier method for termite preventionis used, final exterior - - treatment shall be completed prior to final building approval. -/f this notice is for the final exterior treatment, initial and date this line, nv M mn nemm,aerw7r 7-7414 0 o SERVICE INVOICE PEST CONTROL INC BUILDER 1-800-929-SAGS PO# APEX ACCOUNT Notice of Preventative Treatment for Termites AMOUNT (as required by Florida Building Code (FBC)105.10) Treatment Address Aat- Lot/Block/Unit ofTreatment `,u` _ Date —\ / ��'+ 7 Time �` w/' ,A\ ApplicatorfiTf Veer- �\ � � Product Used1 X`NY�NNNVN� Chemical Used (active ingredient) T NFL C Number of Gallons Applied C J b(�/�v� Percent Concentration Q A ` G Area Treated (square Feet) .i (,Linear Feet Treated Stage of Treatment (Horizontal, Vertical, Adjoining Slab, Retreat of Disturbed Area) 'C )A A� As per 104.2.6 — If soil chemical barrier method for termite prevention is: used, final exterior treatment shall be completed prior to final building approval. If this notice,isfor the final exterior treatment, initial and date this line, AP-SN Wt1 P Or MBF4 7] 7J01d 0 1] � M DECEIVE® _ Planning & Development Services DEC 13' 2013 Building & Code Regulation Division PERMITTING o 2300 Virginia Ave St. Lucie County, i -i. Fort Pierce, FL 34982 '....-N. 772-46z-z172 Fax772-462-6443 - $CANNED -BY CERTIFICATE OF TERMITE TREATMENT St. Lucie.County CONSTRUCTION SOIL TREATMENT PERMIT#: I41 - OZ47 JOBADDRESS: BUILDER/CONTRACTOR: arri �!r�vi 5 C > Cflr PEST CONTROL CONTRACTOR' PQX YPS� Or-t�6Y=i a n c PEST CONTROL LICENSE #: J 6 I Rind of 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 Association. Square feet if area treated: ti ! ri Percentage of solution: C). 0 5 7r, Date of Treatment: la.) la I i3 t^ r3 _Footing I" Treatment TRe-Treat _Driveway In Treatment _Re -Treat —Other Iu Treatment ____Re -Treat Chemicalsused: t?n.n,nlen a!_ Total gallons used: 1 1 03 4«Inns -2s�o -. �mz �t Time of Treatment: <c.M my) _Slab Iu Treatment _Re -Treat Pools I" Treatment _Re -Treat _i _Perimeter for Final Inspection �M ��.P �C-24 • Signature of Erminator Note: There must be a completed form for each required treatment or re -treatment and this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a re -inspection fee charged. FBC104,2.6 Certificate of Protective Treatment for prevention of termites. A weatherresistantjobsite posting board shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completedd. providing a copy for the person the permit is issued to and another copy for the.building permit files. The Treatment Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number of gallons used, to establish a verifiable record of protective treatment. If the soil chemical barrier method for termite prevention is used, final exterior 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. RFCEIVED DEC 1.9191! ❑w KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 April 1, 2013 1211-0247 PJ Trucking & Land Clearing 12374 Skymaster Street Port St. Lucie, Florida ITEM TESTED West Center Footers TEST LOCATION OF SAMPLE 1. North 2. C.W. 3. South Soil Description: Brown Clayed Sand In Place Moisture: 8.3 Percent Optimum Moisture: 10.0 Percent Max. Dry Density: 117.3 P.C.F. KSM JOB # : 130274-3d/SH/km SCANNED BY St. Lucie County DEPTH "PEN DRY MAX. DRY READ DENSITY PROCTOR VALUE 0" -12" 58 113.1 117.3 48 115.7 " " 50 113.3 " @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets It to Natural Grade. 119.01 W E PERCENT COMPACTION H I I I I I 1 I T 1 I I I I I 117.01-- P I I I I I i I C I I -1 1 I I 116.0----.._ F I I I I I I I I I I I I I D I I I I I I I R Y I I I I I I I 7 8 9 10 11 12 13 14 County Building Department !gmail.com Moisture - %ofD' yttCOVE APR 0 8 2013 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 1 Julie E. Keller, P.E.: 68366 03/,05/2013 23:39 772589E' K.S.M.ENG. PAGE 01/01 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBAnAN (772) 56"712 PALM BEACH (561) 845-7445 www.ksmenglneedng.net MEL13OURNE (321) 768-8488 FAX (561) 945-8876 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093 CA: 5693 FAX (772) 569-6469 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION SOIL COMPACTION REPORT ASTM D 1557 and ASTM 0 2922 March 4, 2013 1211-0247 PJ Trucking & Land Clearing 12374 Skymaster Street Port St. Lucie, Florida ITEM TESTED Compacted Foundation Fill - Final Lift KSM JOB # : 130274-2d/ES/IcS SCANNED BY St. Lucie County TEST LOCATION DEPTH "PEN DRY MAX -DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" -12" 44 109.1 112.5 97,0 2. N.W. 46 108.3 96.3 3. Center 12" - 24" 42 108.8 96.7 4. S.W. 44 107.9 95.9 5- S.E. 40 107.5 95.6 Soil Description: Light Brown Sand, Slight Clayed In Place Moisture: 6.8 Percent Optimum Moisture: 11.4 Percent Max. Dry Density: 112.5 P.C.F. @ Test Lo%WW'Tft Density a+f'tg1�rN��. 40 Reay. g Degibe ogtompad Mir>?murtl R@tquift366 �" s forPJ tpked Foundation Pon ar;WAToTawn tohatljtal Grade. 114.0 -1 1 1 W E I I I 1113.0-1---•-•F — H G I I I H T112.04----t I I I 1 I I 1 I P I I I I I I 1 C I I I I I I I P110.0 I I I I I I I I I I I 1 I I I I I 1 I I I R y I I I I I I I 108-04-- 8 9 10 11 12 13 14 15 Moisture - % of Dry Weight fit. Kellet;Y' I and MagAff.lst. Lucie County Building Department RECEIVED MAR 06 2015 o: pete.hallnetals@gmail.com Ronald G. Keller, PE-: 37293 / SI Lic. No.: 860 1 Julie E. Keller, P.E.: 6W66 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 February 18, 2013 1211-0247 PJ Trucking & Land Clearing 12374 Skymaster Street Port St. Lucie, Florida KSM JOB # : 130274-1d/ES/km SCANNED BY St, Lucie County ITEM TESTED Compacted Foundation Fill TEST LOCATION `PEN DRY MAX. DRY DEPTH PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" -12" 40 115.1 117.3 98.1 2. N.W. " 50 112.4 95.8 3. Center 12" - 24" 54 113.0 96.3 4. S.W:_ 0" -12" 46 112.0 95.5 5. S.E. " 44 112.1 95.6 Soil Description: Brown Clayed Sand In Place Moisture: 7.5 Percent Optimum Moisture: 10.0 Percent Max. Dry Density: 117.3 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Deg ree..9j.Q,pmpaction Meets Natural 119.0 -1 W E I G118.0— H T I I I I I I P I I I I I I I C I I I I I I --• — — — - F I I I I I I 115.04-•--F — I— —I----a----4---•t---- D I I I I I I I R Y I I I I I 1 1 114.0i—- -— -F---i--•-i•---i---� 7 8 9 10 11 12 13 14 Moisture - % of Dry Weight RECEIVED FEB 2 2 2013 County Building Department Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 02/19/2013 05:40 772589-,79 K.S.M.ENG. PAGE 01/81 KSM KELLER, SCHLEICHER & MerWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO_ BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmenglneering.net MELBOURNE (321) 768-8488 FAX (561) 845.8876 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.:5693 FAX (772)569-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED February 18, 2013 KSM JOB # : 130274-1d/ES/km PERMIT # 1211-0247 CONTRACTOR PJ Trucking & Land Clearing JOB LOCATION 12374 Skymaster Street Port St. Lucie, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1- N. E, 0" - 12" 40 115.1 117.3 98.1 2. N.W. " 50 112.4 95.8 3. Center 12" - 24" 54 113.0 96.3 4. SW 0" - 12" 46 112.0 95,5 5. S.E. 44 112.1 95.6 Soil Description. - Brown Clayed Sand In Place Moisture: 7.5 Percent Optimum Moisture: 10.0 Percent Max. Dry Density. 117.3 P.C.F. Q Test Locations The Density & Penetrometer Readings Indicate the Degre6n difilomnaction Meets R Natural Grade. 119.01 W E I H T I I I I I I 117.Ofi•---t•—••I— --I--_ i—..�.._.t_.._ P I I I I I I I C I 116.0—..— — F I I I I I 1 I I 1 I I I 1 115.04----I__..I—..—I••--4----I-•--%---- D I I I I I I I R Y I I I 1 I I I 114.0 F"—f - 4--"-I..-.1_.. 7 8 9 10 11 12 13 14 County Building Department Moisture - % of Dry Weight RECEIVED FEB 191013 Ronald G. Keller, P-E: 37293 / SI Lic. No.:860 / Julie E. Keller, RE.: 68366 PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION (1 2300 VIRGINIA AVENUE SCq FORT PIERCE, FL 34982-5652 �n7 (772) 462-1553 �� FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of th71-04- following described property, AA (� 2Z Sol ©O 6 (o OOD O %% Try ay Urt 00a yf A,'t' Pd ./ - (Parcel Id#/Legal description/Address for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. —Rjler" 4Q I I ProperZOer Name (Please Print) Property Owner Signature Date STATE OF FLORIDA, COUNTY OF f- LUGIE ACKNOWLLEE�DDGED BEFORE ME TIES DAY OF 20 a' \�- BY ` L�TC%� �� WHO IS PERSONAL' V KN/lwnl'ramE OR WHO HAS PROD CED AS IDENTIFICATION. l'tJ( /z 14-44err SLOWURE OFNOTARY PUBLIC TYPE OR PRINT NOTARY J ,i -7 IZI� �COMMISSION NUMBER ROGER A. PRIEST Notary pdit - State o1 Florida i ..; My Ca. Eaplrea Nov 7, 201Cam. ? P r g CO MN ion I EE 217267 Ior1lMykgjp tbn :=A1M SLCPDSD Revised 08/242010 JOSEPH Y. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3773979 OR )•-"` 3458 PAGE 352, Recorded 11/29/201"' 01:07 PM SCANNED NOTICE OFCOMMENCEMENT BY Permit No. 121(- o241 Tax Folio No.fzz4 Sot 0OAk' 000 O St. Lucie County State of Florida County of St. Lude The uraleNgned herebygives notice that Improvement will be made to certain real properly, and in accordance with Chapter 713, Florida Statutes, the fallowing information Is provided In this Notice of Commencement legal Desciptlon of property: (and strp�et arid'¢ s if F,1,1oble):�1 1-0+ LL Tr-0 Surer I �aT� q r R1Y i< '/ NE Cv/ NG� A F SKyYNNeitr si �$KylCrn� i>t Generaldesclpdonoflmprovement: Ccr7s+1'VG+ Neo 1'>Qnor-yyne, Owner in/ooppgqatl _Y QerLeAee fothe improvemenk Name Address 34RAI Interest In property: A so, WN[f Name and address of fee simple titleholder (if different from Owner listed above): CMViRds Surety Of applicable, a copy of the pa ent bpMBattashetl):Amountaf band:$ Nameandaddress: Phone number._ Lender Name: NA, Phone Number: Leader's address: 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) WJ.Fladdx$tapytps. p,� L� Name: 1 O V r41 �1 phone Number .%%Z- 4G Address: FV Se! IRa F . .... 6Ic_ 3dR5A- Inadditiontohimelforhemelf,Ownerdesigmws 1A of to receive a copy of the Uenor's Notice as proded in Section 713,13I1) (b), Florida Statutes Phone number of person or entity designated by owner: Expiration date of notice of commencement: ithe expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 yearfrom the date of recording unless a different date Is spedfied) WARNING TO OWNER: ANY PAYMENTS MADE BYTHE OWNER AFTERTHE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 71313, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTSTO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE 10B SITE BEFORETHE FIRST INSPECTION. IFYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR (ENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty qpequq, I declare that l have read the foregoing notice of commencement and that the facts stated therein are tree to the best of my knowledge left. (Signature of Owner or lessee, or Owner's or Lessee's Authorised Officer/Director/Partner/Manager OWNE,z (Signatory's Tile/Office) ,r•'.' ROGER A. PRIEST NCI Public • SUN of Fla Theforegoinglnrtmeentwas acknowledged before me this yol Correlation mlotion 0BE217al7Mr' Corona. nts NOV 1to le gmNTNdfabmcuAmBY Pm for Name of Person Type of authority (e.g. officer,trustee) Party on behalfoof�f whom instrument was eseamed Personally kmown Y or produced Identification_ i ure of Notary Pubic -State of Flodda) Pri Type, or Stamp Commissioned Name of Notary Public) Typeofldentificatlonproduced STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OFTHE ORIGIN/y�j _ J E H E. SMITH, CLERK Date: Plan Review # 2009 INTERNATIONAL Date RESIDENTIAL CODE® Valuation FOR ONE AND T�0 FAMILY DWELLINGS Fee ' l� ,M, JU R I S DICTpN' ` 4 = ,`GCovl(y='Toi�✓ns"h}p y_�€ s. y,, -Y£ Y ��' fi� � .s<+irL� *} 3f n w �' ,E+, �'�"i � r�s �r -,s eY.z -""s y 1. •,xs ':.i, 4 3 '^� t >• �'Y` s'" a�hi i�S:.°3� rlH`ti ^I 3-i '� F� r✓v.d -'��'��ay 'rV tom-! Yv .tih S^ .y"^Y' } `. fr �v'�c`-�'`�z��",tx�-..��iro n�''rf"K""�s'^�h ��L��..a-.'�.5^•.,C`'�i��`"% .�-+r��.�e F��T'' N`a.' i_,st. ��p mB" i ndica}ec�, �PaYdli "ems'' �`��ft2l�d'B '�. o o �t�,�I te�,,.�2�Ei�e , 4sr�'cf� s�Ie��t el Co'�2ha��?}p�f-afi'�reviatv��c�m�rsh'e�3d 8s�d. 1d1 df,4� It $ o o e5 G i � aK�tNi8�8 n� _Sae or e/ fB�j,C •N , p Ca d433 gign,'�"IRtFJ,� ' a8 Y if -a fi orr�,ensi n aG�ofainij'- a sand r gar e'aYtt nt;d� , aaileety o i'=W+oh1 n L� PC b15 est'- t DEB jacea ` �:Eeed`to er do l tFtoae i"iaeo IY�d '.aa 44s" CORRECTION LIST Code No. DESCRIPTION Section SCANNED BY eotnqy -�-� •1• ••- •• - ISBN 978-1-58001-951-4 ��`the trademark Office. ••additional• • • I II IIIII I II IIIIIIIIIIIIIIIIII i U 7815BO 019514 9 INTEONATIUML INTERNATIONAL• •COUNCIL, COOECOUNCIC •WWW.ICCSAFE.ORG .e, .. 06110 CORRECTION LIST Code No. DESCRIPTION Section -2- NOTE: Entries to this Plan Review Record that r_;. c afield check or Inspection of the installation must be cocrdina L.> I i the Inspection phase (R1e9) of the project. DESIGN CRITERIA [Table R301.2(1)] Floor live load (Table R301.5) BUILDING PLANNING (Cha t r 3) —WaTwo-family dwelling separation (R302.3) psf IVW- Dwelling unit penetrations (R302.4) Roof live load (Table R301.6) psf - ��— Ground snow load / psf Dwelling/garage opening/penetration protec- tion (R302.5) Basic wind speed mph Wind exposure category (R301.2.1.4) High wind design criteria applicable (R301.2.1.1) Seismic design category (SDC) (� [Figure R301.2(2)] / SDC C&D provisions (R301.2.2) Weathering Frost line depth Termite area Decay area Winter design temperature Ice barrier underlaymerntt required / Flood hazards FIRE-RESISTANT CONS RUCTION (R302) AExterior walls (R302.1, Table R302.1) Townhouse separation (R302.2) Continuity and. structural independence (R3022.1, �,��qq�� R302.2.4) /y Parapets and construction (R30222, R3022.3) ROOM PLANNING REQUIREMENTS (R303 throuqh R305) Dwelling/garage fire separation (R302.6) A Under -stair protection (R302.7) Wall and ceiling finishes (R302.9) Flame spread index (R302.9.1) Smoke -developed index (R302.9.2) Testing (R302.9.3, R302.9.4) Insulation (R302.10) Flame spread/smoke-developed (R302.10.1, R302.102) Cellulose loose -fill and exposed attic insulation (17302.10.3, R302.10.4) Testing (R302.10.5) i Fireblocking (R302.11) Draftstopping (R302.12) Combustible insulation clearance (R302.13) Use Area f? Width Average ceilin t Minimum ceilin 1 Natural* li ht Natural ventilation' Living 120 7'-0" 7'-0" 51-0" 8% floor area 4% floor area Dining 70 7'-0" 7-0" 51-W 8% floor area 4%floor area Kitchen N.A. N.A. 7'-0" 5'-0" 8% floor area 4%floor area Bedroom 70 7'-0" 7'-0" 5'-0" 8% floor area 4%floor area Bathroom N.A. N.A 7'-0" 5'-0" 3 square feet 11/2 square feet See Sections R303.1 & R303.3 for mechanical ventilation and artificial light 16'-6° min. at plumbing fixtures and for non -habitable basements. Required heating (R303.8) )N (R306 and R307) Water closet Lavatory Tub or shower Kitchen area with sink Sanitary sewer (Chapter 30) Private disposal (Appendix 1) GUYING (R308) =U— Identification (R308.1) %Louvered windows or jalousies (R308.2) Wr Human impact loads/hazardous locations (R308.3, R308.4) Skylights and sloped glazing (R308.6) -3- BUILDING PLANNING (cont'd.) GAR GES AND CARPORTS (R309) YvgFloor surface noncombustible; sloped floor (R309.1) Carport: open two sides; noncombustible AKfloors; sloped floor (R309.2) Automatic garage door opener (R309.4) EMERGENCY ESCAPE AND RESCUE OPENINGS pp(R310) - Where required (R310.1) Areas, height, width, operations (R310.1.1 - R310.1.4) Window wells (R310.2) AIWBars, grilles, covers and screens (R310.4) Under decks and porches (R310.5) MEANS OF EGRESS (13311) General (R311.1) Egress door (R311.2) tu= Landings at exterior doors (R311.3 R311.3.3) Vertical egress (R311.4) Construction and attachment (R311.5) Hallways (R311.6) Stairway width, headroom, walkline (R311.7.1 - R311.7.3) Stairway treads, risers profiles (R311.7.4 - R311.7.4.3) Stairway landings and walking surfaces (R311.7.5, R311.7.6) Handrails required (R311.7.7) Handrail height, continuity, grip -size (R311.7.7.1 - R311.7.7.3) , Stairway illumination (R303.6, R311.7.8) Special stairways (R311.7.9) Ramp slope, landings, handrails (R311.8) GUARDS (R312) Required,for open -sided surfaces, stairs, ramps and landings > 30" above Floor/grade (R312.1) Height - 36" (R312.2) Opening limitations (R312.3) AUTOMATIC FIRE SPRINKLER SYSTEMS (R313) Townhouses (R313.1) One- and two-family dwellings (R313.2) SMOKE ALARMS (R314) J!�Referenced standards (R314.1, R314.2) Location and interconnection (R314.3) Power source (R314.4) CARBON MONOXIDE ALARMS (R315) New construction (R315.1) "'/Existing construction (R315.2) or/7_. Referenced standard (R315.3) or - FOAM PLASTIC (R302.8, R316) Labeling (R316.2) Surface burning, thermal barrier, specific approval (R316.3 - R316.7) DECAY AND TERMITE PROTECTION ((RR�3,117�ajnnd R318) 1T // O� rotection required (Table R301.2(1), R317.1, , ,�/' R318.1) Quality mark (R317.2 and R318.1.1) SITE ADDRESS (R319) wit/ ddress numbers (R319.1) ACCESSIBILITY (R320) Type B dwelling units applicable (R320.1) j VQTORSIPLATFORM LIFTS (R321) Vw�//1<RReferenced standards (R321.1 - R321.3) FLOOD -RESISTANT CONSTRUCTION (R322) General (R322.1) Hazard area and requirements (R301.2.4, R309.3, R322.2, R322.3) Design professional (R322.3.6) STOIJIM SHELTERS (R323) General and referenced standard (R323.1) -4- FOUNDATIONS (Chapter 4) MATERIALS (R402) A Concrete foundation walls (R404.1.2) r'.LI/1' Wood foundations (R402.1) Wall height, unbalanced backfill, nominal thickness (Tables R404.1.2(2) - Concrete, compressive strength (R402.2) R404.1.2(8), R404.1.5.21 FOOTINGS (R403) Horizontal and vertical reinforcement size and //� spacing (Tables R404.1.2(1) - R404.1.2(8), /✓/ Soil bearing value (R401.4, R403. 1) R404.1.2.2, R404. 1.2.3.7] Footing width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but 5 footing thickness (R403.1.1) rV Footings in SDC C or D (R403.1.2, R403.1.3 &/ and R403.1.6.1) /'Depth below (outside) grade = 12" minimum; but below frost line except for frost pro- tected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) Sill plate bolting in concrete/masonry = 1/2" di- ameter bolts, within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6) Footings adjacent to slopes (R403.1.7) Frost protected shallow foundations (R403.3) Footings for precast concrete foundation (R403.4) FOUNDATION WALLS (R404 - R406) / r Masonry foundation walls (R404.1.1) Wall height, unbalanced backfill, nominal thickness (Tables R404.1.1(1) - R404.1.1(4), R404.1.5.1] Reinforcement size and spacing (Tables R404.1.1(2) - R404.1.1(4)] Stay -in -place forms (R404.1.2.3.6.1) SDC C and D provisions (R404.1.2.4, R404.1.4) Height above finished grade (R404.1.6) Sill plate size (R404.3) Precast concrete foundation walls (R404.5) Drains required if habitable or usable spaces are below grade* (R405) Soil class (Table R405.1) Dampproofing if basements are below grade* (R406.1) Waterproofing if high water table* (R406.2) * If uninhabitable, see Under -Floor Space (R408) COLUMNS (R407) Protection from decay or corrosion (R407.1 and R407.2) Structural requirements (R407.3) Anchorage (R407.3) Wood columns (minimum 4" square) (R407.3) Steel columns minimum 3" diameter, Sched- ule 40 pipe) 007.3) TABLE R403.1 mimi et im winTu nF r nNCRETF_ PRECAST OR MASONRY FOOTINGS finchesla LOAD -BEARING VALUE OF SOIL s 1,500 2,000 3,000 2t 4,000 conventional II ht—frme construction 1-story12 12 12 12 2-story1s 12 12 12 3-story 23 17 12 12 flinch brick veneer over light frame or 84nch hollow concrete masonry 1-story 12 12 12 12 2-story 12 12 3-story 32 24 16 12 8-Inch solid or lly grouted mason 1-story 16 12 12 12 2-story 29 21 14 12 3-story 42 32 21 16 For SI: 1 Inch = 25.4 mm, 1 pound per square fool = 0.0479 kPa a. Where minimum fooling wldth is 12 Inches, a single wythe of solid or fully grouted 12-inch nominal concrete masonry units is permitted. 6*S FOUNDATIONS (cont'd.) I- UND R-FLOOR SPACE (R408) Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) \ Access (R408.4) FLOORS (Chapter 5) Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) ,ISTS AND GIRDERS (R502) PARTICLEBOARD UNDERLAYMENT (R503.3) Species and grade (R502.1) 1Grade (R503.3.1) Joists — Sleeping areas, LL = 30 psf Thickness (R503.3.2) [Table R502.3.1(1)] Installation [Table R602.3(i)] Joists — Nonsleeping areas, LL = 40 psf [Table R502.3.1(2)] TREATED -WOOD FLOORS (ON GROUND) (R504) Cantilevered joists (Tables R502.3.3(1) and R502.3.3(2)] Girder spans and header spans for exterior bearing walls (fable R502.5(1)] Girder spans and header spans for interior bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists (3") (R502.6, R502.6.1) Lateral restraint and bridging (R502.7, R50Z7.1) Drilling and. notching (R502.8) Fastening (R502.9) Framing of openings (R502.10) Wood trusses (R502.11) Draftstopping (R502.12) LIJ BER FLOOR SHEATHING (R503.1) 14 Allowable span (Table R503.1) End joints (R503.1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) Thickness (R503.2.1) Allowable spans (Tables R503.2.1.1(1) and R503.2.1.1(2)] Installation (fable 602.3(1)] Base course: 4" thick with maximum'/,' gravel or'/2" crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) OOR FRAMING (R505) Cold -formed steel; applicability limits; in -line framing (R505.1) Structural framing (R505.2) Material (R505.2.1) Identification (R505.2.2) Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CONCRETE FLOORS (ON GROUND) (R506) hickness: 31/2" minimum; Concrete strength ��ji^� (R506.1) _ 5support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" (R506.2.1) ,, �✓L� Base course: 4" graded with 2" maximum T / aggregate (R506.2.2) � apor retarder (R506.2.3) einforcement support (R506.2.4) M WALL CONSTRUCTION (Chapter 6, GENERAL(R601) Design (R601.2) Component and cladding wind loads [Table R301.2(2)] Vapor retarders (R601.3) )NSTRUCTION (R602) Construction (Figures R602.3(1) and R602.3(2)] Stud grade (R602.2) Exterior walls (R602.3) Stud spacing [R602.3.1, Table R602.3(5)] Interior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at 24" O.C. or 2" x 4" flat at 16" o.c. (R602.5) Drilling and notching — studs (R602.6) Drilling and notching —top plate (R602.6.1) Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.21 Fireblocking (R602.8, R302.11) Cripple walls (R602.9) Wall bracing, braced wall lines, lengths, connections, support and joints (R602.10, R602.10.1, R602.10.3, R602.10.6 - R602.10.8) Bracing based on wind speed [Table R602.10.1.2(1)] Bracing based on SDC [Table R602.10.1.2(2)] Intermittent bracing methods (R602.10.2, Table R602.10.2) Continuous sheathing (R602.10.4, R602.10.5) Bracing for SDC C and D (R602.10.1.4.11 R60Z10.1.5, R602.11) Wall bracing for stone and masonry veneer (R602.12) STE L WALL FRAMING (R603) General (R603.1) Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3 - R603.5) Headers (R603.6) Studs, tracks and structural sheathing (R603.7 - R603.9) SHE TFjING (R604 and R605) IAl'Y Wood structural panels (R604) Particleboard (R605) M SON Y CONSTRUCTION (R606 - R610) EWEGeneral design (R606) SDC C and D (R606.12) �� P/Unit masonry (R607) YV/d� Multiple wythe masonry (R608) Grouted masonry (R609) oGlass unit masonry (R610) EXTERIOR CONCRETE WALL COI,�STRUCTION (R611) MA�/�/I Applicability (R611.2) Concrete wall systems (R611.3) Stay -in -place forms (R611.4) Materials, construction details (R611.5 - R611.10) r EXTERIOR WINDOWS & DOORS (R612) General; windowsills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL TCON :ZUCONS RUCTION (R613) Applicability (R613.2) Materials (R613.3) Wall panels, construction details (R613.4 - R613.10) -7- WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) Wood shakes and shingles (R703.5) Plaster material (R702.2) A Exterior plaster (R703.6) Plaster support (R702.2.3) Gypsum board material (R702.3.1) Gypsum board support, application and fastening (R702.3.2 - R702.3.8) Ceramic tile (R702.4) Other finishes (R702.5 and R702.6) EXTE IOR WALL COVERING (R703) Water -resistive barrier (R703.2) Wood siding (R703.3) Attachment and minimum thickness (Table R703.4) GENERAL(R801) Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum bearing each end (R703.7.3) Veneer ties: #9 U.S. gage wire or #22 U.S. gage by %" corrugated metal; 24" o.c. maximum horizontal spacing; 2.67 square feet maximum area supported (wind > 30 psf and SDC C or D, maximum area = 2 square feet) (R703.7.4.1) Flashing (R703.7.5 and R703.8) Exterior insulation and finish systems (R703.9) Fiber cement siding (R703.10) Vinyl siding (R703.11) ROOF -CEILING CONSTRUCTION (Chapter 8) Design (R801.2 and R801.3) Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) Fire -retardant -treated wood (R802.1.3) Framing details (R802.3) Rafter tie (R802.3.1) Collar ties (4' o.c., in upper third of attic) (R802.3.1) Purlins (2' x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) Bearing (R802.6) Cutting and notching (R802.7) Engineered wood products (R802.7.2) Lateral support and bridging (R802.8) Framing of openings (R802.9) Wood trusses (R802.10) Roof tie -down (R802.11) CEILING JOISTS [fables R802.4(1), R802.4(2)] Without attic storage, LL= 10psf With attic storage LL = 20psf Spacing I� Species Grade Span Size RAFTERS [Tables R802.5.1(1) - R802.5.1(8)] Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling not attached/ceiling attached Spacing Species Grade Span Size He/HR; Adjustment factor OF SHEATHING (R803.2) Grade Thickness FRTW allowable stresses/grading Allowable spans [Table R503.2.1.1(1)] Installation (R803.2.3) 151 CHIMNEYS AND FIREPLACES (cont'a.) Changes in dimension (R1003.6) Additional load (R1003.8) Termination (R1003.9) Spark arrestors (R1003.9.1) Wall thickness; >_ 4" (R1003.10) Flue lining - material/installation (R1003.11 and R1003.12) Multiple flues (R1003.13) Flue area (appliance) (R1003.14) Flue area (masonry fireplace) (R1003.15) Inlet (R1003.16) Cleanout opening (R1003.17) Chimney clearance (R1003.18) Fireblocking (R1003.19) Chimney crickets (R1003.20) FACTORY -BUILT FIREPLACES (R1004) Listed and labeled (R1004.1) Installation (R1004.2) FACTORY -BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY* (Chapter 11) Compliance; material and equipment Building envelope (N1102) (N1101.2, N1101.3) Mechanical systems (N1103) Climate zone (Table N1101.2) 'See energy conservation plan review record MECHANICAL (Chapters 12-23) Appliance labeling (M130Z M1303) Appliance access (M1305, M1401) Appliance installation (141307) Heating and cooling equipment; heating and cooling load calculations (Chapter 14) Exhaust systems (Chapter 15) Duct systems (Chapter 16) Combustion air (Chapter 17) Application (G2401.1) General regulations (G2404) Appliance location (G2406) Air requirements (G2407) Installation (G2408) Chimney and vent location and terminations (Chapter 10 and Chapter 18) Special fuel-buming equipment (Chapter 19) Boilers/water heaters (Chapter 20) Hydronic piping (Chapter21) Special piping and storage systems (Chapter 22) Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FUEL GAS (Chapter 24) Clearances (G2409) Electrical and electrical bonding (G2410, G2411) Pipe sizing (G2413) Piping materials (G2414) -10- FUEL GAS (cont'd) Piping installation (G2415 and G2419) Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) Venting (G2426- G2429) Misc appliances (G2423, G2425, G2430 - G2453) PLUMBING (Chapters 25-33) Water service location and depth (P2603, P2604) Sanitary and storm sewer location and depth (P2603, P2604) Piping support (Table P2605.1) Listed plastic materials (P2608) Plumbing fixtures (Chapter 27) Water heater size and location (Chapter 28) Water supply and distribution system design and calculations (Chapter 29) Dwelling unit fire sprinkler systems (P2904) NFPA 13D system (P2904.1) Temperature rating (P2904.2.1, P2904.2.2) Freezing protection (P2904.2.3) Sprinkler coverage (P2904.2.4) Piping materials (P2904.3) Flow rates (P2904.4.1, P2904.4.2) Water supply capacity (P2904.5.2) Pipe sizing (P2904.6) Drain, waste and vent pipe sizing and riser diagram (P3004, P3005, Chapter31) Sumps and ejectors (P3007) Backwater valves (P3008) Fixture traps (P3201) Storm drainage (Chapter33) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) ELECTRICAL (Chapters 34-43) Penetrations of fire -resistance rated assem- Wiring methods (Chapter38) blies (E3402.2) Required lighting and receptacle outlets Listed and labeled materials (E3403) (E3901, E3903) Service equipment and location (E3405, E3601, E3606) Service size and load calculations (E3602) Available fault current (E3606) System grounding (E3607) Required branch circuits (E3703) Feeder requirements and load calculations (E3704) Ground -fault and arc -fault circuit -interrupter protection (E3902) Devices and lighting fixtures (Chapter 40) Appliance installation (Chapter41) Swimming pools (Chapter 42) Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) Compliance with Appendix E verified -11- RAuUN CONTROL MEASURES (A,ppenum rr) Provisions adopted (R102.5) Compliance with Appendix F verified SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) Provisions adopted (R102.5) Compliance with Appendix G verified PATIO COVERS (Appendix H) Provisions adopted (R102.5) Compliance with Appendix H verified PRIVATE SEWAGE DISPOSAL (Appendix 1) Provisions adopted (R102.5) Compliance with Appendix I verified EXISTING BUILDINGS AND STRUCTURES (Appendix J) Provisions adopted (R102.5) Compliance with Appendix J verified SOUND TRANSMISSION (Appendix K) Provisions adopted (R102.5) Compliance with Appendix K verified HOME DAY CARE-11-3 OCCUPANCY (Appendix M) Provisions adopted (R102.5) Compliance with Appendix M verified _12_ TRANSMISSION VERIFICATION REPORT DATE,TIME FAX NO./NAME DURATION PAGE(S) RESULT MODE 12/11 15:46 94657665 00:01:04 03 OK STANDARD ECM TIME : 12/11/2012 15:47 NAME : SLC INSPECTIONS FAX : 7724626443 TEL : 7724622165 SER.0 : SROE57278862 Planning & Development Services Building&Code Regulation Division Review Comments Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462.1553 FaX: (772) 4624978 PROPERTY INFORMATION Address: 12374 SKYMASTER ST City 1 State / ZIP: PORT ST LUCIE FL 34987 Parcel # : 4224-501-0068.00018 Jurisdiction: St, Lucie County Zoning: AG-5 Lot#: 66 Block: APPLICATION INfO MATION Permit Number; 1211-0247 Activity Type: New Permit Type: Building Residenllal (SFR) COArngAcToR UypoRMATION Contractor Name: DAVIS, DOUGLAS F Business Name: RICHARD K DAVIS CONSTRUCTION CORP Business Addr. P 0 BOX 186 City / State / Zit REVIEWS AND COMMENTS Review Typa StAtus Addressing Assignment Complete FT PIERCE, FL 34954-C SCANNED BY St. Lucie County Page 1 Owner(s): PETER HALL, LINDA HALL J Application Type: Master Permit w/subs Other Activity: Stories: 2 Automatic Sprinkler System? ❑ Fax Number 772-465-7665 Reviewed By Lydia Galbraith Date Started Date Camolafe Data Raleeged 12/0312012 Documents Missing Pending Deanna Gvens Planning & Development Services Building & Code Regulation Division Review Comments Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Page 1 Phone: (772) 4624553 Fax: (772) 462-1578 Address: 12374 SKYMASTER ST City / State / Zip: PORT ST LUCIE FL 34987 Parcel #: 4224-501-0066-00018 Jurisdiction: St. Lucie County Zoning: AG-5 Lot#: 66 Block: APPLICATION INFORMATION Permit Number: 1211-0247 Activity Type: New Permit Type: Building Residential (SFR) Contractor Name: DAVIS, DOUGLAS F Business Name: RICHARD K DAVIS CONSTRUCTION CORP Business Addr: P O BOX 186 City / State / Zir FT PIERCE, FL 34954-C Owner(s): PETER HALL LINDA HALL Application Type: Master Permit w/subs Other Activity: Stories: 2 Automatic Sprinkler System? Fax Number 772-465-7665 Review Type Status Reviewed By. Addressing Assignment Complete Lydia Galbraith Date Started Date Complete Date Released 12/03/2012 Documents Missing Pending Deanna Gvens 11/21/2012 1 Comment RECORDED NOTICE OF COMMENCEMENT 11/21/2012 2 Comment VEGETATION REMOVAL PERMITAPPLICATION 11/21/2012 3 Comment SUBCONTRACTOR AGREEMENTS 11/21/2012 4 Comment ENERGY CALCULATION FORM AND MANUAL J'S. 12/03/2012 5 Comment PLANNING TECH HAS ADJUSTED JOB DESCRIPTION, CONTRACTORIAGENT HAS TO SIGN FOR - APPROVALAT TIME OF PICK UP. 12/03/2012 6 Comment PLEASE PROVIDE SUB AGREEMENTS FOR ELECTRICAL, MECHANICALAND PLUMBING AND A SUBSUMMARY. 12/03/2012 7 Comment YOU ARE REQUIRED TO HAVEAN APPROVED VEGETATION REMOVAL OR EXEMPTION PERMIT AT TIME OF PICK UP. IF YOU HAVEN'TAPPLIED FOR IT YET, PLEASE BRING INAN APPLICATION AS SOON AS POSSIBLE. 12/03/2012 8 Comment PLEASE BE AWARE THATABOVE COMMENTS ONLY REFLECT THE ZONING REVIEW. THE PLANS EXAMINER MIGHT HAVE ADDITIONAL COMMENTS. Front Counter Review Complete Deanna Gvens 11/1412012 11/21/2012 Planning & Development Services Building & Code Regulation Division Review Comments Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Page 2 Phone: (772) 462-1553 Fax: (772) 462-1578 Plans Examiner Review Incomplete Carl Peterson 12107/2012 12/10/2012 1 Comment PLEASE FURNISH DESIGN CRITERIA INCLUDING WIND LOADS,RISK CATEGORY, WIND EXPOSURE, AND LIVE LOADS PER 301.2(1) OF THE 2010 FLORIDA RESIDENTIAL CODE 12/10/2012 2 Comment PLEASE SHOW MEANS OF EGRESS FROM SECOND FLOOR WITH OUT TRAVELING THROUGH THE HANGERAS REQUIRED BY 311.1OF THE 2010 FLORIDA RESIDENTIAL CODE 12/10/2012 3 Comment A DWELLING UNITATTACHED TO A HANGER MUST HAVE NOT LESS THAN A ONE HOUR FIRE BARRIERAND SHALL BE CONTINUOUS FROM THE FOUNDATION TO THE UNDERSIDE OF THE ROOF AND BE UNPIERCED EXCEPT FOR DOORS AS REQUIRED IN 412.5.1 OF THE FLORIDA BUILDING CODE PLEASE FURNISH AN APPROVED RATED ASSEMBLY 12/10/2012 4 Comment PLEASE SHOWA SINGLE STATION SMOKEALARM. IT SHALL BE INTERCONNECTED INTO THE RESIDENTIAL SMOKE ALARMS AND BE AUDIBLE IN ALL SLEEPING ROOMS 412.5.2 OF THE 2010 FLORIDA BUILDING CODE 12/10/2012 5 Comment ELECTRICAL, MECHANICALAND PLUMBING SHALL INDEPENDENT OF THE SYSTEMS IN THE HANGER THE SMOKE DECTOR WIRING AND FEEDERS FOR ELECTICAL SUBPANELS CAN TIE INTO MAIN PANEL BUT CAN NOT PASS THROUGH FIRE BARRIER INTO HANGER PLEASE SHOW LOCATION OF SUBPLANELS AS REQUIRED IN 412.3 OF THE 2010 FLORIDA RESIDENTIAL CODE 12/10/2012 6 Comment DOORS INTO DWELLING UNIT FROM HANGER MUST BE EQUIPPED WITH SELF CLOSING DEVICES AS REQUIRED IN 412.5.1 OF THE 2010 FLORIDA BUILDING CODE 12/10/2012 7 Comment DOORS FROMA BEDROOM CAN NOT EXIT INTO THE HANGERAS REQUIRED IN 412.5.1 OF THE 2010 FLORIDA BUILDING CODE 12/10/2012 8 Comment PLEASE FURNISH MANUFACTURES FLOOR TRUSS PLACEMENT DRAWINGS AND ENGINEERING THE MUSTALSO BE REVIEWED AND APPROVED BY THE DESIGN PERSON OF RECORD AS REQUIRED IN 61G15-30.005 OF THE FLO RIDAADMINISTRATIVE CODE 12/10/2012 9 Comment STEP FROM HANGER INTO LIVING AREA CAN NOT EXCEED 7 314 INCHES FROM THE TOP OF THE THRESHOLD TO THE FLOORILANDING AS REQUIRE IN 311.3.2 OF THE FLORIDA RESIDENTIAL CODE 12/10/2012 10 Comment THE FLOOR/LANDING ELEVATION AT REQUIRED EGRESS DOORS SHALL NOT EXCEED 1 1/2 INCHES FROM THE FLOORILANDING TO THE TOP OF THE THRESHOLD AS REQUIRED IN 311.3.1 OF THE 2010 FLORIDA RESIDENTIAL CODE _ 12/10/2012 11 Comment PLEASE FURNISH WEATHERING AND TERMITE AREA AS REQUIRED IN 301.2.2 OF THE 2010 FLORIDA RESIDENTIAL CODE 12/10/2012 12 Comment PLEASE HAVE THE DESIGN PERSON OF RECORD STATE ON PLANS THAT FOUNDATION WAS DESIGNED TO THE REACTIONS OF AN AMERCIAN BUILDINGS JOB NUMBER 11-7499-01 12/10/2012 13 Comment PLEASE FURNISH WALLAND CEILING FLAME SPREAD AND SMOKE INDEX AS REQUIRED IN 302.9OFTHE 2010 FLORIDA RESIDENTIAL CODE 12110/2012 14 Comment PLEASE FURNISH FLAME SPREAD AND AND SMOKE INDEX FOR INSULATION AS REQUIRED IN 302.10 OF THE FLORIDA RESIDENTIAL CODE 12/10/2012 15 Comment PLEASE FURNISH MANUAL Js AND ENGERYS AS REQUIRED IN 403.6.2 AND SECTION 402 OF THE 2010 FLORIDA ENEGRY CODE 12/10/2012 16 Comment PLEASE FURNISH DETAILS FOR GUARDS ON STAIR AND BALCONY MEETING THE REQUIRMENTS OF 312.3 OF THE 2010 FLORIDA RESIDENTIAL CODE 12/10/2012 17 Comment PLEASE FURNISH PRODUCTAPPROVAL FOR 50 FOOT BY 14 FOOT HANGER DOORAND LOWERS AS REQUIRED BY 553.842 OF THE FLORIDA STATUES 12/11/2012 18 Comment PLEASE ADD DESIGN OF OPENINGS FOR WINDOWS AND DOORS TO PLANS TO SHOW THE REQUIREMENTS OF 301.2 OF THE 2010 FLORIDA RESIDENTIAL CODE Planning 8. Development Services Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 5F7ifr6l11lew PI Review Comments Page 3 IMPACT RATED SKYLIGHTS AS REQUIRED IN 301.2.1.2AND 308.6.1 OF THE 2010 FLORIDA RESIDENTIAL CODE 12/11/2012 20 Comment PLEASE SHOW THE WIDTH OF ANY STAIRS OR LANDINGS TO MEET THE REQUIRMENTS OF 311.7.5AND 311.7.1 OF THE 2010 FLORIDA RESIDENTIAL CODE 12/11/2012 21 Comment PLEASE FURNISH DETAIL FORANCHORAGE OF WOOD PATIO POSTAS REQUIRED IN 407.3 OF THE 2010 FLORIDA RESIDENTIAL CODE 12/11/2012 22 Comment PLEASE FURNISH FRAMING DETAILS FOR BALCONY INCLUDING JOIST SIZE, JOIST SPACING, JOIST SPANS, BEAM SIZE, BEAM SPANS, METHOD OFATTACHMENT TO BUILDINGANDANY CLIPS OR JOIST HANGERS AS REQUIRED IN 107.2.1 OF THE 2010 FLORIDA BUILDING CODE 12/11/2012 23 Comment FOUNDATION PLAN SHOWS TWO DIFFERANT SIZE FOOTERS PLEASE INDICATE ON PLANS WHAT SIZE FOOTINGS GO WHEREAS REQUIRED IN 107.2.1 OF THE 2010 FLORIDA BUILDING CODE 12/11/2012 24 Comment PLEASE FURNISH DETAIL SHOWING WHAT IS SUPPORTING FLOOR TRUSSES AT BLOCK WALL ALSO ARE FLOOR TRUSSES GOING TO BE ABLE TO SIT ON WALL WITH IT HAVING TO BE A ONE HOUR RATED ASSEMBLY 12/11/2012 25 Comment PLEASE FURNISH BUCK DETAIL FORALL WINDOWS AND DOORS AS REQUIRED IN 107.2.1 OF THE 2010 FLORIDA BUILDING CODE 12/11/2012 26 Comment MAILED TO OWNER AND FAXED TO CONTRACTOR ON 12/1112012 To Be Reviewed by Zoning Complete 1113012012 To Be Review by Plans Exan Complete 12/07/2012 Zoning Review Incomplete 11130/2012 12/03/2012 1 Comment PLEASE PROVIDE A COPY OF THE WELL PERMIT 12/03/2012 2 Comment PLEASE PROVIDE 2 SETS OF MANUAL J'S AND ENERGY CALLS. 12/03/2012 3 Comment ALL CONSTRUCTION WITH A VALUATION OF MORE THAN $ 10,000.00 IS REQUIRED TO SUBMIT AN UPDATED SIGNED AND SEALED SURVEY. PLEASE PROVIDE 2 SIGNED AND SEALED SURVEYS SHOWING THE PROPOSED STRUCTURE WITH COVERED PORCH, DIMENSIONS, SETBACKS, PROPOSED FINISHED FLOOR ELEVATION. ELEVATION OF THE PROPERTYAND CROWN OF THE ROAD, FLOOD ZONE AND FEMA INFORMATION, LEGAL DESCRIPTION. THE SURVEY DOESN'T HAVE TO BE RESTAMPED BY THE HEALTH DEPARTMENT, WE WILL BE ABLE TO USE THE STAMPED SITE PLAN. PLEASE BE AWARE THAT THE PROPOSED FINISHED FLOOR ELEVATION IS REQUIRED TO BE 18"ABOVE THE ADJACENT ROAD(S) SEE CHAPTER 7.04.01, C-1 OF ST LUCIE COUNTY LAND DEVELOPMENT CODE. 12/03/2012 4 Comment 12/03/2012 5 Comment 12/3/12 FAXED COMMENTS TO CONTRACTOR. yb5- ] 6)5 BOARD OF COUNTY COMMISSIONERS PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATION DIVISION FAX COVER SHEET FAX #: (772) 462-6448 PHONE #: (772) 462-1553 DATE: TO: ATTN: SENDER: Lydia Galbraith COMMENTS: M�yS� NO. OF PAGES INCL. COVER: RE: all - C) -.. 4 /c/.- I c PHONE #: 462-1555 GYocc,r`nejNk5 cLn d Zak nog (-,eoicoo - cu Planning & Development Services Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 4624553 Fax: (772) 462-1578 PROPERTY INFORMATION Address: 12374 SKYMASTER ST City / State / Zip: PORT ST LUCIE Parcel#: 4224-501-0066-000/8 Zoning: AG-5 APPLICATION INFORMATION Permit Number: 1211-0247 Activity Type: New Permit Type: Building Residential (SFR) Review Comments FL 34987 Jurisdiction: St. Lucie County Lot#: 66 Block: Owner(s): PETER HALL LINDA HALL Page 1 Application Type: Master Permit w/subs Other Activity: Stories: 2 Automatic Sprinkler System? Contractor Name: DAVIS, DOUGLAS F Fax Number 772-465-7665 Business Name: RICHARD K DAVIS CONSTRUCTION CORP Business Addr: P O BOX 186 City / State / Zil FT PIERCE, FL 34954-( REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Complete Date Released Addressing Assignment Complete Lydia Galbraith 1210312012 Documents Missing Pending Deanna Gvens 11/21/2012 1 Comment RECORDED NOTICE OF COMMENCEMENT 11/21/2012 2 Comment VEGETATION REMOVAL PERMIT APPLICATION 11/21/2012 3 Comment SUBCONTRACTOR AGREEMENTS 11/21/2012 4 Comment ENERGY CALCULATION FORM AND MANUALTS. 12/03/2012 5 Comment PLANNING TECH HAS ADJUSTED JOB DESCRIPTION, CONTRACTOR/AGENT HAS TO SIGN FOR APPROVALAT TIME OF PICK UP. 12/03/2012 6 Comment PLEASE PROVIDE SUB AGREEMENTS FOR ELECTRICAL, MECHANICALAND PLUMBING AND SUBSUMMARY. 12/03/2012 7 Comment YOU ARE REQUIRED TO HAVE AN APPROVED VEGETATION REMOVAL OR EXEMPTION PERMIT AT TIME OF PICK UP. IF YOU HAVEN'TAPPLIED FOR IT YET, PLEASE BRING IN AN APPLICATION AS SOON AS POSSIBLE. Planning & Development Services Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 4624563 Fax: (772) 4624578 Front Counter Review Complete To Be Reviewed by Zoning Complete To Be Review by Plans Exar Pending Review Comments Deanna Gvens 11/1412012 11/21/2012 11/30/2012 Zoning Review Incomplete 11/30/2012 12/03/2012 1 Comment PLEASE PROVIDE COPY OF THE WELL PERMIT 12/03/2012 2 Comment PLEASE PROVIDE 2 SETS OF MANUAL J'S AND ENERGY CALCS. Page 2 12/03/2012 3 Comment ALL CONSTRUCTION WITH AVALUATION OF MORE THAN $ 10,000.00 IS REQUIRED TO SUBMIT AN UPDATED SIGNED AND SEALED SURVEY. PLEASE PROVIDE 2 SIGNED AND SEALED SURVEYS SHOWING THE PROPOSED STRUCTURE WITH COVERED PORCH, DIMENSIONS, SETBACKS, PROPOSED FINISHED FLOOR ELEVATION. ELEVATION OF THE PROPERTYAND CROWN OF THE ROAD, FLOOD ZONEAND FEMA INFORMATION, LEGAL DESCRIPTION. THE SURVEY DOESN'T HAVE TO BE RESTAMPED BY THE HEALTH DEPARTMENT, WE WILL BE ABLE TO USE THE STAMPED SITE PLAN. PLEASE BEAWARE THAT THE PROPOSED FINISHED FLOOR ELEVATION IS REQUIRED TO BE 18" ABOVE THE ADJACENT ROAD(S) SEE CHAPTER 7.04.01, C-1 OF ST LUCIE COUNTY LAND DEVELOPMENT CODE. 12/03/2012 4 Comment TRANSMISSION VERIFICATION REPORT TIME : 12/01/2012 18:24 NAME : SLC CODE COMP FAX : 7724626448 TEL : 7724622963 SER.# : BROE5J278861 DATE,TIME 12/01 18:23 FAX NO./NAME 94657665 DURATION 00:00:45 PAGE(S) 03 RESULT OK MODE STANDARD ECM DATE: TO: ATTN: BOARD OF COUNTY COMMISSIONERS ub5-1 U)5 PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATION DIVISION FAX COVER SHEET FAX #: (772) 462-6448 PHONE #: (772) 462-IL553 12U3 2 NO, OF PAGES INCL. COVER: SENDER: Lydia Galbraith M i RE: a- C) L PHONE #: 462-1555 C1 C.0 OL Ll Name: Permit /P: jZJt — Di Lot: L6> Block: Planning & Development Services Building & Code Regulation Department 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2165 Fax 462-6443 INSULATION INSTALLATION CERTIFICATE Address: I z s " Subdivision: The undersigned hereby certifies that insulation as been Installed at the above described property as follows: 1. Exterior CBS walls have been insulated with ........................... () Spray on cellulose which thickness, according to the manufacturer: FI-Foil, () Fiberglass blankets (Density N/A) will yield an "R" value of 4.1. () Aluminum Foil () Other Exterior Frame wall have been Insulated with ...... NIN.......... To a thickness of 6.25 Inches, which thickness, according to the manufacturer, Certain Teed, (Density N/A) will yield an "R" value of 19. 2. Ceilings — Level - ave been insulated with ............................... o 0.0 inches, which thickness, according to the manufacturer, Certain Teed, (Density N/A) will yield an "R" value of 30. Ceilin s—Cathedral.: have been Insulated with it 1.nf�;'oneGG� to a thic a 1(10 Inches, which thickness, according to 5 P the manufacturer, Certain Teed, Density (N/A) will yield an "R" value of 30. 3. Interior knee walls have been insulated with ...... t pl........... to a thickness of 10.0 inches, which thickness, according to the manufacturer, Certain Teed, (Density N/A) will yield an "It" value of 30. 4. Garage partition walls of conditioned living areas have been Insulatedwith........................................................................ to a thickness of 6.25 inches, which thickness, according to the manufacturer, Certain Teed, (Density N/A) will yield an "R" value of 19. () Spray on cellulose () Fiberglass blankets () Aluminum Foil O Other Fiberglass blankets () Fiberglass loose fill () Aluminum Foil () Other Cellulose SAB )KFlberglass blankets 3 () Fiberglass loose fill () Aluminum Foil () Other Cellulose SAG () Fiberglass blankets () Polyurethane () Spray on cellulose () Other *'Fiberglass blankets () Spray on cellulose () Polyurethane () Other RECEIVE® DEC 13, 2013 PERMt7.1"�d.3 St. Lucie County, FL SCANNED By St Lucie COUyrlty MULTI -FAMILY, RESIDENTIAL CONSTRUCTION ONLY: The common (party) walls separating different tenants shall be insulated as follows — Frame/Metal stud walls R-11(Min); CBS or Concrete walls R-3 (Min) by Energy Code requirements. See Energy Code Rev.1187, paragraph 903.2(b), on pages 9-17, latest edition. These "minimum levels of insulation" are not Included the Energy Calculations, but shall be installed in the field. NOTE: Densities of sprayed on, loose fill, or any other composed -on site insulation shall be the PCF Qb/ft3) average of three (3) "DRY SAMPLES" of actual installation, o 4'2 C0A15T-000GTIOAI TvC Print Name of 1RSs13119sContractor Number Signature of WallaWk Contractor ZOD(o Date 4 Certification ROGER A. PRIEST %{No,WN o0Y /I/cYi"l� ;;o, '�; Notary Public -Slate of Florida • = My Comm. E%Plres Nov 71 2016 Commission # EE 217267 "t,0 °P Bonded Through National Notary Assn. RECEIVED DEC 1,&10" a* 08 Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue • w'' Ft Pierce, FL 34982 C4� y& Phone: 772- 462-2165 c Fax: 772-462-2522 RUC/e C Request for 30-Day Temporary Power Release °Uqt� Date: L of 1 Permit Number: 12 I — 247 Project Address: 12374 Sk,L. kyA-er 4pee+ THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. - As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for 4. Testing" have been fulfilled and the premise is ready for compliance inspection. 5. All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL P,WER IN THE EVENT OF VIOLATION OF THIS A�EMENT. OWNER SIGNATURE DATE GENERAL CONTRACTOR SIGNATURE DATE f s4e---:Z�e. 9 -� ELECTRICAL CONTRACTOR SIGNATURE DATE SLCPDSD Revised 06/142010 �,Ietnn6oy 4 z -7-17z III- ox"I Florida Power & Light Company February 15, 2013 Rob Mullins/RK Davis Construction, Inc PO BOX 186 Fort Pierce, FL 34964 Re: Service Availability -12374 SKYMASTER ST, Port St Lucie, FL SLC1211-0247 Dear Mr. Mullins: This is to confirm that, at the present time, FPL has sufficient capacity to provide electric service to the above captioned property. This service will be furnished in accordance with applicable rates, rules and regulations. Please provide the final site plan, site survey and electrical load data as soon as possible so the necessary engineering can begin. Early contact with FPL is essential so that resources may be scheduled to facilitate availability of service when required. Sincerely, Shari J. Allore Customer Project Manager an FPL Group Company 04/14/2013 19:33 FAX 7724657--- 68UNIVERSAL go Gusto ftlar CIAO! p 2-01,25.1.1KI'l Notice; Our driven MI Company actuates no to terms of sale and serve central after dolivory. We notUrned concrete. Buys within one business dAY E Plpat Bagln f lod` '.; ` lul�F ,,, , Loading , yPSrj jSta}(Up oad ak�pl�la Upload , , ,.. by o obN . ; ;<*Rb u t. 04/14/2013 19:52 FAX 772465`.- `��'JaF}l` , ._ pggiR hDS'.Idlnp � Job Ar'w ;J::ke �ld.�l`4p�Agdr i=,��Rl&1 ?Sl load ax„�130�y,1FJl-1�plli �.�'. ,,,,?4 ��oa'vRJ91)t`�'xi Cualonmf Colts : Caalemef ldarn RoJD,o,IOpSp + ProWCt Nemon e Tickoibeln oolwyltddroi .., 1. CUMULADVE-. - ;CROEREO MATERIALOOOIE' ' CWfg WATER. A[ I 1 I CURB laN 1 -. C7 LOACI:WP r EO AT OWNIER S!AGEN SIGNATURE >r SIGNATURE Notice: Our drivers will make every effort to place materials where the sualrea4dipsgoalm,11,61 the SPECIALTERMS: 'A water added Ise st o J ;rib Alerts aQd'ed ppjab cctrwete simiglh Company assumes no responsltiRy (of damages inside undo or propedy line CuxlantorbOraaao Iho Isllo longer pueanteed,, WAIiNIN Pro tud 0, us nd/or eye Ifrilbu n CAUTION>. Malad@I terms of to and delivery and accepts reassure as Is. Due to !Warrant faders ot'AV may: be limardous 1p,your safely ntl; h Ilhg yxffe i@ o the bauksCe of and IT of Tor;imponaAh, control after delivery. this Comwill arcade not acpl any responsibility for the gniched results. Nnuludllfur safety handling infomutio antl to hemai q, afelr,tl to Is forsdtldtonal infomWbon returned concrete. Buyers exceptions and clahns shall be deemed waived unless made to us In wiling AUTNORIZEO SIGNATURE within obusiness day after the receiptormatonals. LJ f,. { �{ 66UNIVERSAL1.r+. A i!! ! r1 1°i f� - 4 1 f„i�yrt isOl a 04/14/2013 19:58 FAX 772465'RK Davis 0.10002/0004 CN I: CUM..., N... 04/14/2013 20:05 FAX 772465'�'�F VII zREMEX 7 17 a Ar r Ivv 2 -7 Customer Code: Customorl,knaw - `.--.Cualomor Jab Numbor Order b Dole: 21J R I C',HfAPT 1) A V 19 C F'� if I --I[ 'gm WT '.6mV;A aYsrsSr _5 TicksI Lists: De livery re55. R. 1 .1' SK Xx .6S�� t3 1�2, 7+", y1virlste--.Pi 8�rt 7. 32 i 4 1 j Due On slump: 'Trualt Nombar�Z_, r, me T) End Use: UNP 3T.Gili�l LO C� D,Ir I "AMOUNT QUANTITY CAD U M NIT PRICE CUMULATIVE QUANTITY !Ty 'MATERIAL % CULTy UMULATIVQUANTITY QUORL CODE PRODUCTION DESCRIPTION: W, % ..... . .... g M Ind, t 7 'R t..4"ENT;)1.-V A, M, gg _4 I LFR ;11% �.W Cash Chanckal/A.11i'06do In T -lb D' d I 'It I otftlidflkndl,9fit Chock Commandw. 1. WATER ADDED: GAL YARDS YARD IN DRUM: .IN WHEN ADDED. BY St. Lucie County SIGNATURE RECEIVED APR 102013 CURB LINE. CROSSEDAT 0WINIER'SIAGENT'S REQUEST: 91GNATURE U LOAD WAS TESTED. BY: Notko: Our dflvors Will armoi ovary effort to place materials whom the customer dralmodos, but tire Contrary monano, 99 nosponelenity, for damages Inside curb or property fine. Customer agrees to the SPECIAL TERMS: d,A,n y ( odftdls,, oflemb I - and r 19,uldd! an Job, cancrote strength n water Is no longer guru CY in djoroyeloitiatial. CAUTION: Material all y to, lesparlool forms of sale and dolvery and accepts concrete as Is. Duo to Important fadors which are No out or our may be mozopeo I, so r 1. . backside of III. ticket pending I, Yin 11 for Infommill.p. coupon sitar dollvary, thlo company will not as ... I any responsibility for the finished results. credit I, solely 1 additional acluould concrow. Buyers oxcuptions awl claims sluel be doomed wawaq unless made to as In pith, AUTHORIZED SIGNATURE: wipe one buffoons day after the racelpt of motorists. Pzi 4-lrel 66UNIVt-:rISAL I !'JI '1 v000/T000ln STAIRG NH 999L99kLL XVJ 90:09 CT07./60/60 Jr. 7 DuO OrWb: Slump; Track Number I Dianne Number. I Doctor Name End Use: I.-71e C:92-2,R :1 F A N. Cat.. 'I j1\1f S G ,CUMULATIVE ZONES �11U'�' MATE PALCODE PR61oUCTION'DESMPTIO9 `UNIT �RfdF- 'AMOUNT DUL"O'AD QUANTITY P (2R' " WTI A; f "W" 1 a� �A' 17 Cast, Chnik b /Auth Code: Silou, a DA. VIor R"s 1otnfCOD:PrdmrAoduitt! I V! m wittiew(Wiridby CNorpoe Crock ain't Comments— WATERADDED: AL YARDS I�;DRUM: 7z: WHENADDED. SIGNATURE CURB LINE CROSSED AT OVVINEWSIAGENT, S RE'01-15ST: SIGNATURE 11 LOAD. WAS TESTED BY Notice: Oil( 011om will make every effort to piece materials where ran cusaamor dorignours, bill file componyusminveric, reaKnslil[iiyf"dankigosinside curb orproperly lino. Customer egress to the factors t SPECIALTERMS; Anywakeraddandis tibastomonso n I It leris ndda0 enlob. cattnolamoniql1i Isrollongorquatentood. WARNIN unduct ry. � 0 1 Id . flopleribill.a. CAUTION- Material may N hazardous to '. gsu ref r tofit backside of this lickat for Important WhIch are of our Wens of auto and dolf,sey andluccards coocrato its is. Due to Intolerno Important conoll after ii tIll. Commmy win net accept any responsibility (01 too Planned results. Nocrelfilficir into and footnote. Burnet oscillations and deans shal be accused waived unless made to us in uniting your safety lost] s,,folyt�andTingrl.foation.,ndt. I met lif I abi do . 0 for additional innovation. AUTHORIZED SIGNATURE: Wllil'nare, lopolninno day after the nicanot of instance.AU 60UNIVrFiSAL INVOICE' t000/gOwn STATI(I MH 999L996ZLL XVq TT:OZ VTOg/60/60 I C— M C— x 5 A7 5 gas AX) fo 0 /1 TicM[Numbor: 3254, i Own on jet" $1empz- 1"Topoc No I CUMULATIVE I .ORDERED nnsonnOIAMTIT)I"M'AtiRALCODE • PRODUCTION DESCRIPTION -, I� t UNITPRICE L .AMOUNT I - I M Cothfut, is: WXTE;R; 5, GAL YARDS IN DM: 2 HEN ADD M SIGNATURE C.L.11"I'LINP CROSSEDAT OWNER'S/AGENT'S REMES' Q LOAD WAS TESTED BY:, Notice: our drivers WRI more every effort to place materials wino tire customer designates, but tire SPECIALTERMS; Any water added Is of rf vornionsilmity for daination; inside corb or proloplyism, Custravorognoorlotho Ism Imium, guaranteed. WARN11,16- Producl,ratay a Adfor eye Irritation. CAUTION: Malmi forest of spin mid dvllwsy and accepts concrete as Is. Des to misculant fertile will It are out of b I d I safety and I nVC pro -oiffirr backside of Rils lickint for Imports "s 0 'a 'a ema Pro No our ". y Control after delivery. Oils Company wIll riot accept any mostionsaidly, rx the torsion) poselt 11 to Ily hae�dlllo letf . nor . your ad 1. Hai a a mark for additional (.far ... ther. miulamlosinvolo. Oki yeak oxcealorm mil cloom, shall be doemorl waived oplone come ran. 10 willing SIGNATURE: /, into. A, 68UNIVInSAL 6V :j INVOICE 6000/C00018 STATIC MH 999L994ZLL XV21 9T:07 P.TOZ/60/VO r Plant w7` Loadilig,3;A K w�r/jYriv�Job` �$, 'l`I, Stitt r,Kinlslf.Y.�h(6ad„ `z tLeaVe aK �y�e'yin A$To ,loti Unload„ , J'gti.;' Retu,Fnplatltsa%. Notkn: Our driving WN meko every ollod to pace materials whore the Wotomw daolpmmn, but dm SPCCIALTERMS: Anywator added lcal cvalm rs dv/d risk. if JratorlpdJt an lob. coacrolo strength Company anaumae rw responslbPOy for domapoo Inside curb or property lino. Cu¢tomor nproas a Iho Is to honor 0uarantood. WARNING: Preduutnary gousa ckin en (o( mi Intl n. CAUTION: Material, tons 01 nN0 end delivery and occopaiconerolo a¢ Is. Duo to hn{wrtanl factors watch are out of we may. be hazardous to your,ca101y and health df q¢o r� aY l0 Ih0' 1 0 of ads Ilrlipt for hill at central tilt., dollvary, this Company will not accept any msponslpllity for the dnlahod ra¢ulls. Nocrodilfor enf0lyndndllnC lnformallOn, and to lhb rtatOr(ol as (y Jala ��ot¢Jd/_ddkt&l lnfafinallan.• ,oil oil lOncroto. Ruyms ozcopllona and elalma shall be deomad wnlvN unless inntlu to us In mina ©TNORRED SIGNATUREi / t jl/ W11110 ago bu•dnnna (lily niter the rocolpl of mnlodals `J 1 60UNIVEnSAL ... 1 I' ist/{Jl{ l z'Af 6000/4000 [n STAG NN 999L99v9LL XVd 9z:07 £I09/60/60 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. RE: 70851 - Hall Hangar Site Information: Customer Info: R.K. Davis Construction LottBlock: Address: N/A City: St. Lucie County Project Name: Hall Floor Model: Subdivision: State: Florida Name Address and License # of Structural Engineer of Record, If there is one, Name: License #: Address: City: State: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 336104115 SCA ey for the building. uc/G COU17ty General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: N/A Wind Speed: N/A mph Floor Load: 55.0 psf Roof Load: N/A psf This package includes 2 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. ISeal# I Truss Name I Date 1 IT4667377 IFLA 112/013 12 IT4667378 IFLB 11/2/013 I The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2013. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. PAUL WELCH INC. MECH-ELECT-CIVIL ENG iS84 BILTMORE ST. #114 'Or ST. LUCIE, FL 34984 "FILCH, P.E. FLA REG NO 29945 V'1rVteWwD 0 ' 9 STATE OF 44/OR I .,�L9S+,O FL Cert. 6634 January 2,2013 Albani, Thomas 1 of 1 Job Truss Truss Type Oty Ply Hall Hangar T4fi67377 70851 FLA FLOOR g 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.350 s Sep 26 2012 MTek Industries, Inc. Mon Dec 31 11;01:07 2012 Pag IDA6DZC6RRcAjOFYFAYoha94)3WYA-d7kB8DTOdiM9FDHxgA9UP7R3R7?3pbsv9sva4pyiU 34-6 7-2-73 10-10-4 12-00-0 18-511 2TV 24-M 3-7.6 3.7-7 3.7.7 2-0.0 3-]-7 F 3-]-] 3-10-14 Scale = 1:41.7 3x6 = 6x6 = 2x3 II 3x4 = 2.3 11 2.3 11 3.6 = 3x4 = 2x3 11 7x14 = 1 2 3 4 5 6 7 8 9 8 17 16 15 14 13 12 11 10 2x3 11 4x10 = 4x6 = 3x4 = 4x70 = 2x3 11 3x4 = 3-7-6 10-10-0 124 20-1-2 24-0-0 3-745 7-2-14 210 7-2-14 3-70-74 LOADING(psf) SPACING 2-M CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) -0.23 12 >999 480 MT20 2441190 TCDL 10.0 Lumber Increase 1.00 BC 0.59 Vert(TL) -0.36 11-12 >790 480 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.07 18 n/a n1a BCDL 5.0 Code FBC2010/TPI2007 (Matrix-M) Weight: 125 lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc puffins, except BOT CHORD 2x4 SP M 30 end verticals. WEBS 2x4 SP No.3'Eccept' BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. 1-15,9-11: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing be OTHERS 2x4 SP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 16=130410-3-6 (min. 0-1-9), 18=1272/0-3-8 (min. 0-1-8) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1283/0, 1-2=-1861/0, 2-3=-1861/0, 3-4=-3486/0, 4-5=-3486/0, 5.6=-3486/0, 6-7=-3486/0, 7-8=-197610, 8-9=-1976/0 BOT CHORD 14-15=0/2947, 13-14=0/2947, 12-13=0/3486, 11-12=0/3013 WEBS 4-13=-322/0, 5-12=-304/0, 2-15=-378/0, 3-15=-1287/0, 3-13=0/882, 1-15=0/2146, 8-11=-369/0, 7-12=01829, 7-11=-1230/0,9-11=0/2070 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Bearing at joint(s)18 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 111 111 / 3) "Semi-dgid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this 4) Recommend 2x6 10-M and fastened to each truss with 3-10d truss. � X 3") nails. Strongbacks to be PS A. q� strongbacks, on edge, spaced at oc (0.131' `%% --11L1 a �i attached to walls at their cuter ends or restrained by other means. �A Q••'.•• fir: :��'•\�GENS LOAD CASE(S) Standard � D 39380 1ty . ATE F11/0NAl FL Cert. 6634 January 2,201 4 AWARshil-VmVydeignpammmdmandREADNOTBSONSB7SdfID7NCLEalMI7SKRPFSRBNCBPdOBffii-7473BF lUSB. Design valid for use only with MiTek connectors. This designis 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 isfor 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/TPI10ua61y Criteria, OSB-89 and BCSl Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33810 If Southern Pine (SP or EPp) lumber Is specified, the design values are Nose effective 06/0112012 by ALEC or proposed by SPIS. Job Truss Truss Type 0ty Ply Hall Hangar T4667378 70851 FLB FLOOR 31 1 Job Reference (optional) Chambers Truss Inc.. Fort Pierce FI. 34982 7.350 s Sap 26 2012 MTek Industries, Inc. Mon Dec 31 11:01:08 2012 Pag ID:I6DZC6RRCA10FYFAYoha94yd W YA-5KIZLZT1000OsNs7EtgiyL_HYPNNYou20 W f8cGy3 8-7-6 7-2.13 10-104 12.10-0 16-511 20-1-2 24-0-0 3.7-6 3-7.7 3-7-7 2-04 3-7-7 F &7-7 3-10-14 Scale=1:41.7 34 = 5x6 = 2x3 II 3x4 = 2x3 II 2.3 II 3x6 = 3x4 = 2.3 II 7x14 = 1 2 3 4 5 6 7 8 9 8 7 16 15 14 13 12 11 10 2x3 II 4x6 = 3x6 = 3x4 = 48 = 2x3 It 3x4 = 3-74i 10-104 12-10-0 20-1.2 24-0-0 3-7-6 7-2-14 2-0-0 7-2-14 3-10-14 LOADING(pso SPACING 14-0 CSI DEFL in (too) Well Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.16 12 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.40 Vert(TL) -0.25 11-12 >999 480 BCLL 0.0 Rep Stress Incr YES WE 0.72 Horz(TL) 0.04 18 Na Na BCDL 5.0 Code FBC20101TPI2007 (Matrix-M) Weight 1251b FT=O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-15 oc purlins, except BOT CHORD 2x4 SP M 30 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 16=869/0-3.6 (min. 0-1-8). 18=848/0-3-8 (min. 0-1-8) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-854/0, 1-2=-1237/0, 2-3=-1237/0, 3-4=-232510, 4-5=2325/0, 5-6=-2325/0, 6-7=-2325/0, 7-8=-1313(0, 8-9=-131310 BOT CHORD 14-15=0/1964, 13-14=0/1964, 12-13=0/2325, 11-12=0/2009 WEBS 3-15=-863/0, 3-13=0/588, 1-15=0/1422, 7-12=0/553, 7-11=-824/0, 9-11=0/1371 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Bearing atjoint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3) "Semi -rigid pitchbreaks with Fixed heels' Member end fixity model was used in the analysis and design of this truss. `%%11111111„ 4) Recommend 2x6 sucingbacks, on edge, spaced at 10-M oc and fastened to each truss with 3-10d (0.131' X 3") nails. Strongbacks to be S Ato,� attached to walls at their outer ends or restrained by other means. ,,�� pP ,,,. qZe , ,, LOAD CASE(S) Standard ,`,%% '.,� `r`��; 39380 FL Cert. 6634 January2,201 Q WARAWIT- verify ddyn paxmnetxaa and READ NOIM ONT JS5 INCOODEO 607MCREPERBNCEPAGEAf07473 BEFORE fR3 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 o 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 k the responsibility of the WOW 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/111`11 Ououty Cdteda. DSIT-89 and BCSI Loading Componenf 6904 Pa*e Past Blvd. Safety Information wal le from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, R 33610 If Southern Pine (SP or SPp) lumber is specked, Ore design values are Nose effective 06/01 R012 by ALSC ar proposed by SPIB. Symbols PLATE LOCATION AND ORIENTATION 1 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. �/1dr For 4 x 2 orientation, locate plates 0A." 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 ■:1�_1:tG[a� Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safely Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6'4'$ t dimensions shown t sc ale) sixteenths II'�I (Drawings not to scale) 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-131 1, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Southern Pine lumber designations are as follows: SYP represents current/oldvalues as published by A W C in the 2005/2012 NDS SPp represents SPIB proposed values as provided in SPIB submittal to ALSC dated Sept 15, 2011 SP represents ALSC approved/new values with effective date of June 1, 2012 (2x4 No 2 and lower grades and smaller sizes(, and all MSR/MEL grades © 2012 MTekOe All Rights Reserved MITek Engineering Reference Sheet: MII-7473 rev. 09/04/2012 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral bracesthemselves 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 I. 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 rife 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 purfins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 R. 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 1 Quality Criteria. i FORM 405-10 FLORIDA ENERGY EFFICIENCY CO; E FOR BUILDING Florida Deparlment of Business and Professiorial Regulation - Residential CONSTRUCTION P ance Method Project Name: LINDA & PETER HALL �i Builder Name: JAI'Street I Permit Office: 4 "13 City, State, Zip: FT. P IRCE , FL, j Permit Number: Owner. 1 Jurisdiction: Ie Moak= ST. WCIE G'OUNi[ pL Design Location: FL, Fc rt Pierce 1. New construction or exist ig New (From Plans) 9. Wall Types (2176.0 sqft.) Insulation Area 2. Single family or multiple f mily Single-family a. Frame - Wood, Exterior R=11.0 2176.00 ft b. N/A R= ft2 3. Number of units, if multipl family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d• N/A R= ft' i 10. Ceiling Types (2800.0 sgft.) Insulation Area 5. Is this a worst case? No a. CathedratrSingle Assembly (Vented) R=30.0 2800.00 fF 6. Conditioned floor area ab ive grade (ft2) 2800 b. WA R= ft2 Conditio�ted floor area be w grade (ft) 0 c. WA R= ft2 11. Ducts R ft2 7. Windows(21r4.0-sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 250 a. U-Factor:, b I, U=1.07 214.00 ft2 b. Sup: Attic, Ret: Attic, AH: Main 6 85 SHGC: 3HGC=0.50 b. U-Factor: /A ft2 12. Cooling systems kBWMr Efficiency - SHGC: a. Central Unit 39.0 SEER:16.00 b. Central Unit 19.0 SEER:15.00 c. U-Factor: WA ft2 SHGC: 13. Heating systems kBtulhr Efficiency d. U-Factor. VA ft2 a. Electric Strip Heat 34.0 COPA.00 SHGC: b. Electric Strip 19.0 COPA.00 Area Weighted Average Overhang Depth: 0.551 ft. Area Weighted AverageSHGC: 0.500 14. H ,jVerem8. _ Cap: 40 gallons FloorTypes (2800.0 sq J Insulation Area£ EF: 0:920 a. Slab -On -Grade Edge I sulation R=0.0 2800.00 fN bn features b. N/A R= ft2 N e c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.1076 Total Proposed Modified oads: 41.49 PASS ference Total Standard Re oads: 51.71 1 hereby certify that the p ans and specifications covered by Review of the plans and �TtiE STq� this calculation are in co pliance with the Florida Energy specifications covered by this ♦.0 �O Code. - calculation indicates compliance - �O with the Florida Energy Code." .; :r'F>':•` PREPARE Y: „ Before construction is completed1P ` o DATE: this building will be inspected for y , compliance with Section 553.908 I hereby certify that this t ild&g,s s' ned, is in compliance Florida Statutes. COD with the Florida Energy WE OWNER/AGEN _ BUILDING OFFICIAL: DATE: DATE: 12/6/2012 2:12 PM i i I 1 7 i EnergyGaugeO USA - FlaRes2010i ection 405.4.1 Compliant Software ,i SCANNED BY St Lucie County Page 1 of 5 / PROJECT Title: LINDA & PETER HALL Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2800 Lot # 66 Owner: Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: TREASURE COAST Al Builder Name: Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: ST. LUCIE COUNTY Jurisdiction: Whole House Fan: Yes City, State, Zip: FT. PEIRCE , Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % 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 2150 17200 2 Block2 650 5200 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 2150 17200 No 4 2 1 Yes Yes Yes 2 Den 660 5200 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 250 ft 0 2150 fN — 0 0 1 2 Slab -On -Grade Edge Insulatio Den 85 ft 0 650 fF 0 0 1 ROOF / Roof Gable Roof Solar SA Emift Emift Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Metal 3033 ft' 0 ft' Medium 0.96 No 0.9 No 0 22.6 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2800 ft' N N 12/6/2012 2:12 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Cathedral/Single Assembly (Vented) Main 30 2150 ft2 0.11 Wood 2 Cathedral/Single Assembly (Vented) Den 30 650 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below a nmt To Wall Type Space _ i N Exterior Frame - Wood Main 11 25 8 200 ft' 0.23 0.75 0 _ 2 E Exterior Frame -Wood Main 11 60 8 480 ft' 0.23 0.75 0 _ 3 S Exterior Frame -Wood Main 11 25 8 200 ft' 0.23 0.75 0 _ 4 W Exterior Frame - Wood Main 11 60 8 480 ft' 0.23 0.75 0 _ 5 N Exterior Frame -Wood Den 11 25 8 200 ft' 0.23 0.75 0 _ 6 E Exterior Frame -Wood Den 11 26 8 208 ft2 0.23 0.75 0 _ 7 S Exterior Frame -Wood Den 11 25 8 200 f12 0.23 0.75 0 8 W Exterior Frame - Wood Den 11 26 8 208 ft2 0.23 0.75 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated Main None 0.460000 3 6 8 20 f' WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Tinted) Yes 1.07 0.5 6 f12 2 ft 0 in 6 It 0 in Drapes/blinds None 2 N i Metal Single (Tinted) Yes 1.07 0.5 12 ft' 2 ft 0 in 6 It 0 in Drapes/blinds None 3 E 2 Metal Single (Tinted) Yes 1.07 0.5 120 ft2 12 It 0 in 6 It 0 in Drapestblinds None 4 E 2 Metal Single (Tinted) Yes 1.07 0.5 24 ft2 2 ft 0 in 6 It 0 in Drapestblinds None 5 E 2 Metal Single (Tinted) Yes 1.07 0.5 12 f' 10 It 0 in 6 It 0 in Drapes/blinds None 6 E 6 Metal Single (Tinted) Yes 1.07 0.5 40 ft2 10 ft 0 in 6 ft 0 in Drapesiblinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehcuse Best Guess 0.000500 3672.22 201.600 379.138 0.36500 9.83630 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts _ 1 Electric Strip Heat None COP: 1 34 kBW/hr 1 sys#1 2 Electric Strip Heat None - COP: 1 19 kBftAr 2 sys#2 1216/2012 2:12 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 16 39 kBLilhr 1170 cfm 0.75 1 sys#1 2 Central Unit None SEER: 15 19 kBtidhr 570 cfm 0.75 2 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.92 40 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS / — Supply — — Return— Air Percent HVAC # V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 250 ft' Attic 15 ft' Default Leakage Main (Defauk) (Default) % 1 1 2 Attic 6 85 ft' Attic 20 ft' Default Leakage Main (Default) (Default) % 2 2 TEMPERATURES ProgramablerX],JThermostat: CFans: ]]Y Heeling Jan [X] Feb Mar [[ jj Apr L.l freiling f ] JIM un Jul ] 4X1 Aug X] 4 ] Sep [ ] L Oct Nov Nov Dec Dec Venting [[[ 111 Jan [[ 1) Feb L l X Mar ll�xll Apr EX] [ May Jun 1 Jul [ 1 Aug [)Sep lXl 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 (IND) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 '121612012 2:12 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: FT. PEIRCE, FL, MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENTS) 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 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. 12/612012 2:12 PM EnergyGauge® USA- FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPertormanc4 index, the more efficient the home. FT. PEI 11 I CE, FL, 1. New construction or eAsti ig New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple f mity Single-family„ a. Frame - Wood, Exterior R=11.0 2176.00 It' i b. WA R= ft2 3. Number of units, if multipl family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 1 10. Ceiling Types Insulation Area 5. Is this a worst case? No ? a. Cathedral/Single Assembly (Vented) R=30.0 2800.00 fF 6. Conditioned floor area ff 1 2800 b. N/A R= ft2 7. Windows** Description Area7I c. WA R= ft2 a. U-Factor. S91, U=1.07 214.00 ft2 ! 11 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main R It' 6 250 SHGC: SHGC=0.50 'a b. Sup: Attic, Ret: Attic, AH: Main 6 85 b. U-Factor. WA ft2 SHGC: 12. Cooling systems kBWft Efficiency c. U-Factor: N/A ft2 j a. Central Unit 39.0 SEER:16.00 SHGC: 1{ b. Central Unit 19.0 SEER:15.00 d. U-Factor: N/A ft2 13. Heating systems kBfumr Efficiency SHGC: j a. Electric Strip Heat 34.0 COP:1.00 Area Weighed Average Overhang Depth: 9.551 ft. b. Electric Strip Heat 19.0 COPA.00 Area Weighted Average HGC: 0.500 I 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge li sulation R=0.0 2800.00 1`12 '+ t a. Electric EF: 0.92 b. WA R= ft2 c. NIA R= ft2 b. Conservation features j None 15. Credits . Pstat I certify that this home !as complied with the Florida Energy Ef#i' iency Code for Building Construction through th 3 above energy saving features which vltil be installed (or exceeded) in this home before fine inspection. Otherwise, a new EPL Display Card will be completed based on installed Codi i compliant features. (( Builder Address of New Home: *Note: This is not Building Energy Rating. If your mortgage (EEM) in ntives if you obtain a Florida Er 636-1492 or see th a EnergyGauge web site at enerc information about the Florida Building Code, Energy support staff. *"Label required b� Section 303.1.3 of the Florida City/FL Zip: below 70, your home may qualify for energy efficient Ige Rating. Contact the EnergyGauge Hotline at (321) mm for information and a list of certified Raters. For ation, contact the Florida Building Commission's Energy Conservation, if not DEFAULT. EnergyGauge® USA- FlaRes201 q yection 405.4.1 Compliant Software F wrightsoft® Project Summary Date: AHU 1 By: QUICK CALCS, INC. 317 ST LUCIE LN., FT. PIERCE, FL 34946 Phone: 772466-5799 Fax 772466-6796 Emil: QUICKCALCS@AOL.COM Project Information For. LINDA & PETER HALL LOT 66TREASURE COAST AIRPARK, FT. PIERCE, FL Notes: P"° ° Design Information r °°e° Weather: Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 19157 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 19157 Btuh Infiltration Fort Pierce, FL, US Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 1500 1500 Volume (fta) 13500 13500 Air changes/hour 0.55 0.29 Equiv. AVF (cfm) 123 65 Heating Equipment Summary Make Trade Model AHRI ref no. n/a Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 100 EFF 0 Btuh 19157 Btuh 13 OF 1300 cfm 0.068 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 29215 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 27755 Btuh Latent Cooling Equipment Load Sizing Structure 6694 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 6694 Btuh Equipment total load 34449 Btuh Req. total capacity at 0.70 SHR 3.3 ton Cooling Equipment Summary Make Lennox Trade 14ACX SERIES Cond 14ACX-041-230` Coil CBX27UH-048-230'++TDR AHRI ref no.3869097 Efficiency 13.0 EER, 16 SEER Sensible cooling 27300 Btuh Latent cooling 11700 Btuh Total cooling 39000 Btuh Actual air flow 1300 cfm Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 Calculations approved byACCA to meet all requirements of Manual J 8th Ed r.�J.Wrl htsoft• 2012-Dec-1010:52:46 '41M g RighlSuile® Universal 201212.0.07 RSU08101 Page 1 ...\Quick CalcslDocuwnlslWnghtsofl HVAC\HALL, LINDA & PETER.rup Calc = MJB Front Doorfaces: Project Summary Date: wrightsoft' AHU 2 By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-4666799 Fax 772466-6796 Email: OUICKCALCS@AOL.COM For. LINDA & PETER HALL LOT 66TREASURE COAST AIRPARK, FT. PIERCE, FL Notes: Weather: Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TO 28 OF Heating Summary Structure 7343 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 7343 Btuh Infiltration Method Construction quality Fireplaces Fort Pierce, FL, US Simplified Average 0 Heating Cooling Area (ft') 650 650 Volume (fta) 5850 5850 Air changesthour 0.76 0.40 Equiv. AVF (cfm) 74 39 Heating Equipment Summary Make Trade Model AHRI ref no. Na Efficiency Heating input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat 100 EFF 0 Btuh 7343 Btuh 11 OF 633 cfm 0.086 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 11698 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment Sensible load 11113 Btuh Latent Cooling Equipment Load Sizing Structure 2417 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 2417 Btuh Equipment total load 13530 Btuh Req. total capacity at 0.70 SHR 1.3 ton Cooling Equipment Summary Make Lennox Trade XC14 SERIES Cond XC14-018-230-02 Coil CBX27UH-018-230'++TDR AHRI ref no. 3009835 Efficiency 13.5 EER, 16.2 SEER Sensible cooling 13300 Btuh Latent cooling 5700 Btuh Total cooling 19000 Btuh Actual air flow 633 cfm Air flow factor 0.054 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.83 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri htsoft* 2012-Dec-1010:52:46 rA g Right -Suttee) UnMmal 201212.0.07 RSU08101 Page 2 fM1..t+ ...\Quick CalcslDocumentslWrIghtsoft FNACINP.LL, LINDA & PETER.rup Cale = MJ8 Front Door faces: wrightsot Right- Worksheet Job: Date: HH By: QUICK CALCS, INC. 317 ST. LUGE LN- FT. PIERCE, FL34W Phone: 772-4666799 Fax 772-466-6796 Email: QUIQ(CALCS@ADL.COM 1 Room name AHU 1 BEDROOM 2 2 €xposed well 170,0 ft 30.0 ft 3 Room height 9.0 ft d 9.0 ft heaUcool 4 Room dimensions 14.0 x 16.0 ft 5 Room area 1500.0 IfF 224.0 fP Ty Construction Ll valuo Or HTM Area (ft) Load Area (its Load number (BtwffvF) (1311" ') or perimeter (it) (Btuh) or perimeter (ft) (Btuh) Heat Coal Gross N/PIS Heat Cool Gross NIP/8 Heat Cool 6 1213-0sw - 0.097 n 2.72 258 225 189 513 488 0 0. 0 0 1Aclorn 1.270 n 35.56 3477 12 0 - 427 417 0 0 0 0 1 ctom. 1.270 n 35.56 34.77 24 0. 853 835 0 0 0 0 w 1213-0aw 0.097 a 272 255 640 540 1467 1393 0 0 0 0 11 1nt! 128-0sw 0.097 s 272 259 225 204 _ 554 526 126 114 310 294 —G IActom 1.270 s 35.56 34.77 9 9 320 313 0 0 0 0 I IActam 1.270 s 35.56 34.77 12 12 427 417 12 12 427 417 W, 12B-0sw 0.097 w 272 259 540 377 1023 972 144 103 2B0 268 --C 10Arn 1.670 w 46.76 53.19 163 0 7631 8680 41 0 1908 2170 C 17A-20ad 0.043 - 1.20 1.40 650 '850 1023 1188 224 _ 224 270 313 F 21A-20c 0.027 - 0.76 0.00 15D0 1500 1134 0 224 224 169 0 6 c) AED ex;ureion 26M 671 Envelope loss/gain 15373 17852 3363 4032 12 a) Infiltretbn 3784 1D63 668 188 b) Room ventilation 0 0 0 0 13 Internal gains: occupants @ 230 10 M 2 460 Appliances/other 8000 2000 Subtotal (lines 6 to 13) 19157 29215 4031 6680 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19157 29215 4031 6680 15 Duct loads 0% 0°15 0 0 -0% 0% 0 0 Total room load 19157 29215 4031 6690 Air required (cfm) 13ao 13ao 274 297 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. _ 41�- wrightsoft, 2012-Deo0614:12:33 Rtsoft HAMUriner LI DA&PETERrup Call Pagel ��...1Quid<Cahs\Dowments\Wdghtscft FiVAC\FiALL, LINDAB FETER.ruD OaIc=MJB Front Door faces: wrightsoft° Right; ® Worksheet Job: FF11 Date: By: QUICK CALCS, INC. 317 ST. LUGE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-4666796 Email: QUIIXCALCS@ADL.COM 1 Room name PANTRY BATH 2 2. Expq$ed wall 27,0 ft 0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 128.0 ft 6.0 x 8.0 ft 5 Room area 128.0 W 48.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft?) Load number (Btuhlft-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 IW 12B-0sw 0.097 n 2.72' ' 25B 0 0 0 0 0 0 0- 0 1A-c1om. 1.270 n 35.56 34.77 0 0' -0 0 0 0 0' 0 r--G 1Acicm. 1.270 n 35.56 34.77 0 0 0 0 0 0 0- 0 W 12B-0sw _ 0.097 a 272 2.58 144 144 391 372 0 0 0 0 11 12B-0sw 0.097 s 2.72 2.58 ... 99 90 244 _ 232 .. 0 _ 0 0 0 T ~-fC 1Actonn 1.270 s 35.56 34.77. 9 9' 320' 313 0. 0 '0: ,0 1Actom 1.270 a 35.56' 34.77 0 0 0 0, 0 0. 0, 0 W L-C 12B-0sw 10A-m 0.097 w 272 258 0 0 0 0 0 0 _ 0 0 C .17A-20ad 1.670 0.043 w - 46.76 1.20 53.19 1.40 0 128 0 128 0 154 0 179 0 48 0 48- 0 56 0 67. F 21A-20c D027 - 0.76 0.00 123 128 97 0 48 48 36 0 6 c) AED e=rsicn 55 -1 Envelope loss/gain 1206 1152 94 66 12 a) Infiltration 601 169 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants to3 230 0 0 0 0 Appliances/other 0 0 Subtotal (lirxes 6 to 13) 1607 1321 941 66 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18W 1321 94 68 15 Duct loads -0-/0 0-/.l 0 0 -0°h 0% 0 0 Total roombad law 1321 94 86 Air requited (cim) 123 59 6 3 Calculations approved byACCAto meet all requirements of Manual J 8th Ed 'ft* wrlghtsoft' RightSuite® universal 2012 12.0.07 RSLRIB101 2012-Dec-0614:12:33 �'... %Quick CalrslDowments1WrightsoH HVAC\HALL, LIN12A B FETER.rup Calc=MJ8 Fmnt Door faces: Paget wrightsoft Right-JO Worksheet Job: AHU 1 Date: ey: QUICK CALCS, INC. 317 ST. LUCIE LN., Fr. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-4666796 Email: OUIO(CALCS@PDL.COM 1 Room name GREAT ROOM CLOSET 1 2 Exp%vel Wall 50.0 ft 9.0 ft 3 Room height 9.0 It heat/cool 9.0 ft heaVccol 4 Reom dimensions 25.0 x 25.0 ft 11.0 x 9.0 ft 5 Room area 625.0 W 99.0 fP Ty Construction Uwalue Or HTM Area M9 Load Area (112) Load number (Effi"WF) (BtL"fN) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross NAS Heat Cool 6 V)! 12B-0sw 0.097 n 272 25B 0 0. 0 0 0 0 0 0 lL—CG 1Actom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 tActom 1.270 n 35.56 34.77 0 0 0 0 0 0 0 0 W 12B-0sw 0.097 a 272 2.58 225 225 611 681 81 81 220 209 it lT! 12B-05w 0.097 a 272 2.58 0 0 0 0 0 0 0 0 1Aciom 1.270 a 35.56 34.77 0 0 0 0 0 0 0 0 L�[G' 1Aclom 1.270 s 35.56 34.77 0 0 0 0 0 0 0 0 tom"' 12B-0sw 0.097 w 272 258 225 143 389 370 0 0 0 0 10A-rn 1.670 w 46.76 53.19 82 0 3816 4340 0 0 0 0 C 17A-20ad 0.043 - 1.20 1.40 0 0 0 0 8B SB 106 123 F 21A-2W 0.027 - 0.76 a00 625 625 473 0 99 _ 99 75 0 6 c) AED e=rsion 1476 -0 Envelope loss/gain 52B9 6766 401 32B 12 a) Infiltration 1113 313 200 56 b) Room ventilation 0 0 0 0 13 Internal gave; Occupants @ 230 6 1380 0 0 Appliances/other 4000 0 Subtotal (lines 6 to 13) 6401 12459 601 385 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 01 0 0 14 Subtotal 6401 12459 ()a1 385 15 Duct loads -OOA 0% 0 0 -0% 0% 0 0 Total mom load 6401 12459 601 395 Air required (ofm) 434 554 41 17 Calculations approved byACCA to meet all requirements of Manual J 6th Ed. _ Wrlghtsoft- RightStAt.9 Universal 201212.0.07 RSU08101 2012-Dec-06 14:12:33 ACC-k... \Quidc Calm\DocumentMWdghtsoft HVAC\HALL, LINDAB PETER.mp Cale=MJ8 Front Door faces: Page + I wrightsotr RRight1 ® Worksheet Job: HH Date: QUICK CALCS, INC. ey. 317ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-4666796 Email: QUIOC(ALCS@PDL.COM 1 Room name BATH 1 BEDROOM 1 2 Egrpsed Y/all 21,Q ft 33.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 11.0 x 10.0 ft 110.0 W 14.0 x 19.0 ft 266.0 ft' Ty Construction number U-value (BtuwfR F) Or HTM Area (ft2) or perimeter (ft) Load (Btuh) Area (ft2) or perimeter (ft) Load (Btuh) Heat Cool Gnus N/P/S Heat Cool Gross N/P/S Heat Cool 6 IN - 12B-0sw 0 097 n 2.72 : 2.58 99 97 236 224 128 102 277 263 1Aclom 1.270. n 35.58 34.77 12 0 427 417 0 0 0 0 1Actom 1.270 n 35.58 34.77 0 0 0 0 24 0 ' 853 835 w 12B-0sw 0.097 a 2.72 2.58 90 90 244 232 0 0 0 0 11 V 12B-0sw 0097 s 272 2.58 0 -0 - 0 0 0. 0 0 0 �-(('' 1Actom 1.270 s 35.58 34.77 0 ` 0 0 0 0 0 0 -0 1Aclom. 1.270 s 35.58 34.77 0 0 0 0 0 0 0 0 W, 12B-0sw 0.097 w Z72 2.58 0 0 0 0 171 130 354 338 -G 10A-m 1.670 w 46.76 5.3.19 0 0 0 0 41 0 1908 2.170 C 17A-20ad 0.043 -. 1.20 140 110 110' 132 154. 252 252 303 352 F 21A-20c 0.027 - 0.76 0.00 110 110 83 0 266 266 201 0 6 c) AED ex:ursion -11 535 Envelope loss/gain 1123 10171 3896 4491 12 a) Infiltration 467 131 734 206 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances/other 0 2000 Subtotal Qines 6 to 13) 1590 1148 4631 7157 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1590 1148 4831 7157 15 Duct loads -0% O'/o 0 0 -0% W. 0 0 Total room Toad 1590 1148 4631 7157 Air required (chn) 108 51 314 318 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. W right SaftY RightSuite® Universal 2012 12.0.07 RSW8101 2012 Deo06 1 :1 :34 �... \Quidc Cale\Documents\Wdghtsoft HVACNHALL, LINDAB FETER.rup Calc=MJ8 Front Doorfaces: g wrightsoft, Righ - O Worksheet Job: AHU 2 Date: QUICK CALCS, INC. By- 317 ST. LUGE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-4666796 Email: QUIIXCALCS@AOL.COM 1 Room name AHU 2 DEN 2 Eyed wall I= ft 5110 n 3 Room height 9.0 It d 9.0 It heatf000l 4 Room dimensions 25.0 x 13.0 ft 5 Room area 650.0 ft2 325.0 W Ty Construction U-value Or HTM Area (it2) Load Area (ft2) Load number (Btuh/ftL*F) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 IW 12BOsw 0.097 n 272 2.58 225 225 611 581 225. 225 .611 561 !I—u 1Actom. 1.270 n 0,00 0.00 - 0 0 0 0 0- 0 0 0 �—G tAclom 1.270 n 0.00 0.00 0 0 0 0 . -0 0 0. 0 w 12BOsw 0.097 a 2.72 2.58 234 234 636 604 117 117 318 302 11 V[ 12B-0sw 0.097 s. 272 2.58 . 225 225 611 581 0 0 0 0 --GG 1Aclom 1.270 s, 0.00 0.00 0 0 0 0 0 0 0 0 tAclonn - 1.270 s 0.00' 0.00 0 0 0 0 0 0 0 0 w 12B-0sw 0.097 w 272 2.58 234 193 525 498 117 97 262 249 I----G 10A-m 1.670 w 46.76 53.19 41 0 1908 2170 20 0 954 1085 C _ 17A720ad 0.043, - 1.20 1.40 650, 650 _ 783 908 325 325 391 454 F 21A-20c _ p.027 - 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED ex:ursion 799 399 Envelope loss/gain 5073 6140 2536 3070 12 a) Infiltration 2270 638 1135 319 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 am 4 920 Appliances/other 4000 2000 Subtotal (litres 6 to 13) 7343 11698 3672 6309 Less e#emel load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 7343 11698 3672 6309 15 Duct loads 0% 0°k 0 0 -0% 0% 0 0 Total room load 7343 11698 3672 6',09 Air required (c m) 633 633 316 341 Calculations approved byACCAto meet all requirements of Manual J 8th Ed wrightsoft' RightSuite® Universal 2012 12.0.07 RSU08101 2012-Deo-06 14:12:33 ...\Quick CaWDocuments Wrightsoft HVAC\t1ALL, LINDA&PETER.rup Calc=MJ8 Front Ooorfaces: Page wrightsoft• Rig� - ®Worksheet Job: AM Date: QUICK CALCS, INC. By. 317 ST. LUGE LN., FT. PIERCE, FL34946 Phone: 772-4666799 Fax 7724666796 Email: QUIQ(C4LCS@AOL.COM 1 Room name BEDROOM 3 CLOSET 2 Exposed wall 31.0 ft 6.0 ft 3 Room height 9.0 ft heaticool 9.0 It heaUcool 4 Room dimensions 1.0 x 226.0 ft 6.0 x 9.0 ft 5 Room area 226.0 ft2 54.0 W Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btu (BtuhlfP) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIPIS Heat Cool Gross NIPIS Heat Cool 6 W, 12B-0sw 0.097 n 272 256 0 0 0 0 0 0 0 0 It --(lam' 1Ao1om 1.270 n 0.00 0.00 0 0 0 0 0 0 0 0 1Aclom 1.270 n 0.00 0.00 0 0: 0 0 0 0 0 0 W 12B-0sw 0.097 a 2.72 2.58 36 36 98 93 0 0 0 0 11 lQJ 12B-0sw 0.097 s 272 255 126 128 342 325 54 54 147 139 '1Aclom 1.270 s 0.00 0.00 0 0 0 0 0 0 0 0 1AcIom 1.270 s 0.00 0.00 0 0 0 0 0 0 0 0 lqJ 12B-0sw 0.097 w 272 25B 117 97 262 249 0 0 0 0 —C 10A-m 1.670 w 46.76 53.19 20 0 954 1095 0 0 0 0 ,C 17A-2Oad 0.043 - _ 123 1.40 226 228 272 316 64 54 65 75 F 21A-2(c 0.0Z7 - 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED ex:ursion 399 0 Envelope losslgain 1928 2467 212 215 12 a) Infiltration 690 194 134 38 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 2000 0 Subtotal (lines 6 to 13) 2618 4661 345 252 Less e#emal load 0 0 0 0 Loss transfer 0 0 0 0 Reditstribution 0 0 0 0 14 Subtotal 2618 4661 345 252 15 Duct loads -0^,6 0..4 0 0 -0% M 0 0 Total room load 2618 4661 -i 252 Air required (cfm) 226 252 30 14 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. ��'� wrightsoft' 2012-Deo0614:12:33 Rtsoft HA ALL, Universal PETE7rup C101 Page ...lOuidc CalalOocumentslWdghtsoft FNAC1FIALL, LINDAB PETER.rop Cale=MJB Front Door faces: wrilghtsoft° Right- JO Worksheet Job: AHU 2 Date: sv. QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-46645796 Email: QUIO(CALCS@AOL.COM 1 Room name BATH 3 2 Exposed wall 14.0 ft 3 Room height 9.0 ft heaticcol 4 Room dimensions 5.0 x 9.0 ft 5 Room area 45.0 ft' Ty ConstmcUon U-value Or HTM Area (" Load Area Load number (Btuh/ft-F) (BtWJft2) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross WPIS Heat Cool Gross NIPIS Heat Cool 6 I WI 12B-0sw 0.097 n 272 2.58 0 0 0 0 -- F-� 1Aclom 1.270 n. 0.00 0.00 0 0 0 0 I---G IActom. 1.270 h ODD 0.00 0 0. 0 0 W 12B-Osw 0.097 a 272 258 81 81 220 209 11 V)/ 12B-0sw 0.097 s 272 258 45 45 122 116 IL --GC 1Aclom 1.270 s ODD 0.00 0 0 0 0 1Aclom 1.270 s 0.00 0.00 0 0, 0 0 VV 12B-0sw 0.097 w 272 258 0 0 0 0 �--G 10A-m 1.670 w 46.76 53.19 0 0 0 0 C 17A-20ad 0.043 - 1.2D 1.40 45 45 54 63 F 21A-20c 0.027 - 0.00 0.00 0 0 0 0 6 c) AED ercuursion 0 Envelope IDsstgain 396 388 12 a) Infiftration 312 88 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Ppplianceslother 0 Subtotal Qines 6 to 13) 70B 476 Less edernal load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 708 476 15 Duct loads -0% 0% 0 0 Total room load 708 476 Air %quired (cfm) 61 25 Calculations approved bvACCAto meet all requirements of Manual J 8th Ed CCA +k wrlghtSOTt' 2012-Deo-0614:12:33 Rtsoft H ACk Universal UNDA& 12.0.07rup Colo Page 7 ...10uid<Cahs\WcumeMs\Wrlghtwft HVAC\HALL, LINDAB PETER.rup CaIc=MJB Front Door faces: QFfLE Cur STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: PROPERTY ADDRESS: Port Saint Lucie, FL 34952 PERMIT #: 56-SF-1 437967 APPLICATION #:AP1087463 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR888908 SCANNED BY St. Lucie Counh LOT: 66 BLOCK: SUBDIVISION: Treasure Coast Air Park PROPERTY ID #: 4224-501-0066-000-8 [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 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 [ 500 1 SQUARE FEET SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED fX] MOUND [ ] I CONFIGURATION: [ ] TRENCH [X] BED [ ] N F LOCATION OF BENCHMARK: INTERSECTION OF SKY KING AND SKYMASTER I ELEVATION OF PROPOSED SYSTEM SITE [ 12.0011 INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 10.00]I INCHES FT ][ ABOVE BELOW]BENCHMARK/REFERENCE POINT L D F O T H E R 1LL MEQUlEC : L4U.UUJ INCHES EXCAVATION REQUIRED: [ ] INCHES The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with s. 64E-6.013(3)(f), FAG. SPECIFICATIONS BY: Andr w R tewood TITLE: - .. Environmental Specialist II APPROVED BY: TITLE: Environmental Specialist II St. Lucie CHD James c DATE ISSUED: 11/05/2012 EXPIRATION DATE: 05/05/2014 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 APIC87463 SES82421 5 E q, STATE` OF FLORIDA PERMIT NO. ` DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: 'q SYSTEM RECEIPT #: APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: 'SCANNED [ X1 New System I ] Existing System [ ] Holding Tank [ ] p ovaaye [ ] Repair [ ] Abandonment [ ] Temporary [ ]l. LUCIe APPLICANT: LYNDA & PETER HALL AGENT: PAUL WELCH INC. TELEPHONE: 772785-9888 MAILING ADDRESS: 1984 SW BILTMORE ST. #114, PORT ST. LUCIE, FL 34984 TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY APERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANTS RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF. REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT: _66 BLOCK: SUBDIVISION: TREASURE COAST AIRPARK PLATTED: PROPERTY ID #: 42Z4 5Dl-0066-000-8 ZONING: R I/M OR EQUIVALENT: [ NO ] PROPERTY SIZE: 4.70 ACRES WATER SUPPLY: [ X ] PRIVATE PUBLIC [ ]<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ NO, 1 DISTANCE TO SEWER: N A FT PROPERTY ADDRESS: LOT 66, TREASURE COAST AIRPARK �Cry��LS�PI c�T. DIRECTIONS TO PROPERTY: SEE SITE PLAN BUILDING INFORMATION [Zf] RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 1 � RESIDENTIAL 3 BR 1700 SF 2 3 4 —_— P1oorJRqui.pment Drains [ X Other [ I" aL. GARBAGE GR1NDfRJD)SPDSAiS SIGNATURE: PAUL WELCH, P.E. Pa Reg No 29945 DATE : t & - 30 - DH 4015, 08/09 (Obsoletes previous editions which may..not be used) Incorporated 64E-6.001, FAC Page 1 of 4 / STATE OF FLORIDA APPLICATION # AP1087463 DEPARTMENT OF HEALTH PERMIT # 56-SF-1437967 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SES82421 SITE EVALUATION AND SYSTEM SPECIFICATION SCByNED APPLICANT: Lydia and Peter Hall Ot Lucie c olin CONTRACTOR / AGENT: Paul Welch Inc. ty LOT: 66 BLOCK: SUBDIVISION: Treasure Coast Air Park ID#: 4224-501-0066-000-8 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 4.70 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 7050.00 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: INTERSECTION OF SKY KING AND SKYMASTER ELEVATION OF PROPOSED SYSTEM SITE 12.00 [ INCHES / FT ] [ ABOVE / FYELOW ] BENCHMUM/REFERENCE POINT - THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: '130 FT DITCHES/SWALES: 15 FT NORMALLY NET: [ ]YES [X]NO WELLS: PUBLIC: N/A FT LIMITED USE: N/A FT PRIVATE: 100 FT NON -POTABLE: N/A FT BUILDING FOUNDATIONS: 7 FT PROPERTY LINES: 140 FT POTABLE WATER LINES: N/A FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO) 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES:Wabasso sand Munsell #/Color Texture Depth 1 OYR 311 Fine Sand 0 To 2 1 OYR 3/1 Fine Sand 2 To 6 1 GYR 4/3 Fine Sand 6 To 12 10YR 5/4 - Sandy Clay 12 To 30 10YR 5/4 3ravelly & Larger Minera 30 To 54 10YR 5/3 3ravelly & Larger Minera 54 To 72 USDA SOIL SERIES:Wabasso sand Munsell #/Color Texture Depth 10YR 311 Fine Sand 0 To 6 10YR 311 Fine Sand 6 To 12 10YR 514 Sandy Clay 12 To 30 10YR 4/1 Sandy Clay 30 To 54 10YR 513 3ravelly & Larger Minera 54 To 72 OBSERVED WATER TABLE: 6.00 INCHES [ ABOVE / EELOW) EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 2 INCHES [ ABOVE / BEE] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 2.00 INCHES - SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Fine Sand/0.60 DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED [ ] OTHER (SPECIFY) r REMARKS/ADDITIONAL CRITERIA SITE EVALUATED BY: DATE: 11/02/2012 DH 4015, 08/09 (Obsoletes previous editions which may not used) IncIpporated: 64E-6.001, FAC Page 3 Of 4 AP1087463 EID1437967 v 1.0.2 STATE OF FLORIDA PERMIT #. 4p4,—_ +" DEPARTMENT OF HEALTH. aC� ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM St Lucie Kam' SITE EVALUATION AND SYSTEM SPECIFICATIONS County APPLICANT: LYNDA & PETER HALL AGENT: PAUL WELCH INC. LOT: 66 BLOCK: SUBDIVISION; TREASURE COAST AIRPARK PROPERTY ID #: 4224-501-0066-000-8 [Section/Township/Parcel No. or Tax ID Number]. TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL COMPLETE ALL ITEMS PROPERTY SIZE CONFORMS TO SITE PLAN: [X] YES [ ] NO NET USABLE AREA AVAILABLE: 4.70 ACRES TOTAL ESTIMATED SEWAGE FLOW:_ 400 GALLONS PER DAY [RESIDENCES -TABLE 1/OTHER-TABLE21 AUTHORIZED SEWAGE FLOW: >400 GALLONS PER DAY [1500 GPD/ACRE OR 2500 GPD/ACRE] UNOBSTRUCTED AREA AVAILABLE: 2000+ SQFT UNOBSTRUCTED AREA REQUIRED: 1008 SQFT BENCHMARK/REFERENCE POINT LOCATION: CA SKYMASTER DRIVE & DRIVEWAY ELEVATION OF PROPOSED SYSTEM SITE IS 12 [INCHES/FT] [ABOVE/BELOW] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 100 FT DITCHES/SWALES: 15 FT NORMALLY WET? [ ] YES [XI NO WELLS: PUBLIC: 200 FT LIMITED USE: 100 FT PRIVATE: 75 FT NON-POTABLE:50 FT BUILDING FOUNDATIONS: 6 FT PROPERTY LINES: . 10 FT POTABLE WATER LINES:_ 100 FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [X] NO 10 YEAR FLOODING? [ ] YES [X] NO 10 YEAR FLOOD ELEVATION FOR SITE: BM — 6"+/- FT MSL/NGVD SITE ELEVATION: BM + 12"+/- MSL/NGVD OV1L rAUMIiZ 1Vt Uk(rgA'1'IULV 61'.V; I MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO USDA SOIL SERIES: SOIL PROFILE INFORMATION SITE 2 MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO TO TO USDA SOIL SERIES: OBSERVED WATER TABLE: 12 INCHES [ABOVE / BELOW EXISTING GRADE. TYPE: ERCHED / APPARENT] ESTIMATED WET SEASON WATER TABLE ELEVATION: 12 INCHES [ABOVE /'BELO EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ] YES [X] NO MOTTLING: [ ] YES [X] NO DEPTH: — INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: 0.6 DEPTH OF EXCAVATION: 84 INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [X] BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA: SITE EVALUATED BY: Fla Reg No. 2994S v14N' 10-30•[' DB 4015, 000-4 (Dbsoietes previous editions which may dot be used) Inc rpomied: 84E=6.DDI' FAC Page 3 of d V AN AMERICAN BUILDING - " FILE COPY "Ownership, Excellence and Innovation A.B.C. JOB NO. /_7¢qq-d/ SAFETY COMMITMENT American Buildings Company disclaims any responsibility for injuries or damages which may result from the interpretation and implementation of these safety and erection practices since the actual erection operations and conditions are beyond American Buildings Company's contml. It is assumed that only experienced, knowledgeable erectors with trained crews and proper equipment wil I be engaged w do the erection. It is emphasized thatAmerksm Buifdings Company is a manufacturer of metal building components and is not engaged in the erection of its producs. Opinions expressed by American Buildings Company about erection prookes are intended to present only a guide as to how the components should be assembled to create a building. The experience, expense and skills of the erection craws as well as the equipment available for handling the metal determines the quality of erection and the ultimate customer satisfaction of the completed building. American Buildings Company strongly recommends the safe working conditions and accident prevention practices be the top priority on any job site. Local, stare and federal safety and health standards should always be followed to help insure worker safety. Make certain all employees know the safest and most productive way of erecting a building. Emergency telephone numbers, location of find, aid stations and emergency procedures should be known to all employees. Daily meetings highlighting safety procedures, the use of hard hats, rubber sole shoes for roof work, proper equipment for handling material and safety nets where possible are recommended erection practices. American Buildings Company intends that these precautions be interpreted and administered with sound judgment consistent with good safety practices. American Buildings Company has a commitment to manufacture quality building components that an be safely erred. Safe erection practices are the msponsibiliry of the erector and individual employees of the erectors. The erector's supervisory, personnel should be certain to both communicate safety practices to its employees and enforce proper erection practices. Howes, the safety commitment and job the practices of the erector are beyond the control of Amaira r Buildings Company AMERICAN BUILDINGS COMPANY . A MU=MM COMPANY YOUR SAFETY AT WORK Correct Tool Usage Make amain the correct tool is available and used for each phase of building erection. Worker should maintain a firm, safe position when using any tool and a constant awareness of their location to the roof edge. Useapprovedtie ,notingorrailswhenwCR onmofsudacs. Chockwireropeforbroken Bands, broken wire and kinking. Replace damaged, unsafe rope immediately. Personal protection equipment should always meet OSHA standards. Always wee appowd eye protection. Electrical tools must be properly grounded. Do not use electrical tools or equipment while sailing on wet surfacs. Room tools to their proper place when not in use. Don't allow roots, blocking or materials to became a fal ling hazard. USE THE CORRECT TOOL FOR THE CORRECT IOB Rememberl Daily meetings highlighting employee safety procedures will reduce the number of employee accidents. YOUR SAFETY AT WORK Employee Safety The safety of each employee should be the 'Number 1' priority at each job site. American Buildings Company strongly recommends that each employee be propedy trained and supervised in safe work practices. If you feel that you have not been properly trained on safety procedures or are not being property supervised, corm your supervisor. While at work remember:—� Untrained or unqualified personnel should not be permitted access to a roof or the erection site. • Won: areas should be kept dean and orderly at all time,. Improper tool usage may result in injury. • Make certain that the correct tool is available and issued for each phase of buildingerection. Return tools when not in use to their proper places. A turn commitment to employee safety is the first step in each successful building erection. DAILY MEETINGS HIGHLIGHTING EMPLOYEE SAFETY Itemembad Daily meetings highlighting employee safety procedures will reduce the number of employee accidents. YOUR SAFETY AT WORK SAFETY PREUUDONS FOR ROOFING WORK American Buildings Company strongly recommends that erection employees be continuously trained and rei lined in safe and productive work practices. Working on the roof area in the installation of roof structurals, insulation or mof panels requires proper training, correct equipment and constant alertness to minimize the danger offalls. Hadhats should be wom on job sites to prevent injury from falling objects workers should always be aware of their location to the roof edge. Safe work prctices on the following erection duties should be carefully reviewed with erection crews prior to beginning each job. PAN EL MAY COLLAPSE IF NOT PROPERLY SECURED Partially attached or unattached panels should never bewalkd and Roof panels must be completely attached to the purlins and to panels on either side before they can be a safe walking surface. Unsecured roof panels are flexible and cannot be relied upon for bracing, support or stability. Be cautious of strong wind when handling roof panels. DO NOT: 1. Step on rib at edge of Paned L Step near crease in rib at edge of panel 3. Stan on an unsecured panel Roof panels must never be used as work platforms. A runway as specified in'OSHA Safety and Health Regulations for the Construction Industry' should be used for platform work. YOUR SAFETY AT WORK Moving or Offing loads Say well in the clear of any mining load. Keep hands and feet clear at all times. Workers should be mined to comectly locate the points of cable attachment and in the correct and safe operation of lifting equipment Hard ham meeting OSHA standards, start toe shoes with metatarsal Sued and We protection should be worn at all times. Say in the clear of any lifted load. Make certain all framing is properly braced or guyed before lifting lines are removed. STAY WELL IN THE CLEARI Remembed Daily meetings highlighting employee safety procedures will reduce the number of employee accidents. YOUR SAFETY AT WORK PANELS MAY BE SLICK A protective toeing, dew, frost, or any other moisture may cause panels to be slippery. Wipe down panels before installation or walking on panels. Wear rubber sole work boots. When on the roof, use OSHA approved protection devices sachaz safer, lines, safety nets or a catch platform. UNSECURED PANELS MAY SLIP IF STEPPED ON Employees should be continuously warned to never step on a single unsecured roof panel or stack of roof panels laying unattached as the purlins. Secure each end of wallboards with clamps at appropriate fasteners and place wallboards in the Rat ofpanels. Walkboards should run to the full length of the panel and be fastened together by drilling hole narthe end ofeach board and tying it with rope to the next board. (utagma minthebonom df each board so that the board will lie Ratand not tip back and forth because of the rope). SAFETY PRECAUTIONS An safety preautiors referred N throughout this pubhadon, an OEM safety requirements of other customary or satmory requirements most be adhered to in order to maximize employee safely.. Daily meetings desdbing safe work procedures, use of had hats, rubber ante shoes for roof work, proper equipment for hanWirg material and edge of mof protection dI are recommended erection practices. YOUR SAFETY AT WORK Monragm Liffinglaads Stay well in the clear ofany moving load. Keep hands and fen clearatall times. Workers should ba tmined to correctly locate the points of cable attachment and in the corect and safe operation of lifting equipment. Had hats meeting OSHA standards, steel too shoes with meutarsal goad and eye protection should be worn at all times. Stay in the clear of any lifted load. Make certain all framing is properly bared or guyed before lifting lines are removed. STAY WELL IN THE CLEAR! Rernembarl Daily meetings highlighting employee safety procedures will reduce the number of employee accidents. INTRODUCTION 'American Buildings Company has designed the sm icuuml components of your building in accordance with the design criteria specified to American Buildings Company by its customer, the End User and its Design Professionals. American is not the Design Professional of Record for the End User or in project American recommends that the preliminary erection drawings and design certifications be reviewed by you with the general contactor, End User and the End User's Design Professionals of record prior to fabrication and erection in order to assure that the End User and its Design Professionals are satisfied with the sWifications and the design. The customer, End User and their Design Professionals are responsible for design specifications. load criteria and all related loed American's ere aion c The erector, gmeal erection of Arnlilan's AMERICAN BUILDINGS COMPANY A HU=MM COMPANY 1.THE METAL BUILDING SUPPUER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION. 2.THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE SPEOFICSOILCOND?IONS PRE5ENTATTHE ACNALIOBSTIE 3. FOUNDATION MUST BE DESIGNED MR THEAPPLOMR REAC IONSASTHEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO RESISTALL OF THE CRIMCALMNIBINATIONS FOR EACH OF THE VARIOUS LOADING CONDITIONS. THESE REACTIONS AND LOAD COMBINATIONS MUST BE USED TO DETERMINE THE DESIGN LOADS TO BE RESISTED By WE FOUNDATIONS. 4. REINFORCING BARS, WIRE MESH, ANCHOR ROD SHEAR ANGLES, TIE RODSAND/OR HAIRPINS (HOOK BARS) SHOULD BE INWRPORATEDAS REQUIRED INTO THE FOUNDATION DESIGN. THE HORIZONTALTHRUSTATTHE COLUMN BASE ACTING IN CONJUNCTION WITH APPLICABLE VERTICAL REACTIONS, MUST BESUSTAINED BY HAIRPINS, PE RODS, BUTTRESSES, OR OTHER DEPENDABLE MEANS. S. COLUMN FOOTING SHOULD EXTEND MINIMUM OF 12INCHES INTO NATURAL SOIL, OR WHERE FILL IS USED, THE FILL MUST BE PROPERLY COMPACTED OR WE FOOTING SHALL EXTEND TO THE NATURAL GRADE. IN ALL CASES WE FOOTING SHALL EXTEND AT LEAST 61NCHES BELOW THE LOCAL MOST UNE. 6. EXPANSION OR CONSTRUCDON JOINTS SHAM BE LOCATED AS REQUIRED IN FOUNDATION WAUS AND SLAB, AS SPEQFIED By WE FOUNDATION DESIGNER. 7. THE TOP OF WE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL AND SMOOTH. ANCHOR RODS SHALL BE ACCURATELY SET TO A TOLERANCE r/-1/16INCH ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE r/-1/8INCH TOLERANCE. S. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE STRENGTH OF 2500 PS.I. AT M DAYS. 9. UNLESS EXPLICITLY NOTED OTHERWISE, ALL EMBEDDED STRUCTURAL MEL (INCLUDING ANCHOR RODS), OTHER MATERIALS, AND LABOR SHALL BE SUPPLED BY THE FOUNDATION CONTRACTOR. 10. ANOIOR RODS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PROJECTION FROM CONCRETE, DIAMETER AND QUANTITY. 11. THE EMBEDMENT OF WE ANCHOR RODS IN THE CONCRETE AND CONFIRMING ADEQUACY OF ANCHOR ROD EWE DISTANCE 5ME RESPONSIBILITY OF THE FOUNDATION DESIGNER THE FRAME REACTIONS ARE CONSIDERED WE MINIMUM LOADS TO BE DEVELOPED. 12. ALL ANCHOR RODS SHALL BE ASTM M07 OR EQUAL IN ORDER TO CONFORM TO THE METAL BUILDING SUPPLIER'S DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES GIVEN IN THE AISC MANUAL OF STEEL CONSTRUCTION. 13. ANCHOR ROD DIAMETERS FOR THE PRIMARY FRAMING AND ENDWALLFRAMINGARE DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THEANCHOR BOLT PLAN.. ANCHOR RODS FOR FRAMED OPENINGS SHALL BE 1/21NCH DIAMETER UNLESS OTHERWISE NOTED. BASIC MATERIAL SPECIFICATIONS PRIMARY FRAMING STEEL MR MR MILL -ROILED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 36, ASTM A 572 GRADE 50 OR 55, OR ASTM A 992. STEEL FOR ALL BUILT-UP SECTIONS SHALL CONFORM TO ONE OR MORE OF WE FOLLOWING: A ASTMA101155,GRAOE 55 B. PSIMA1011 HSV5,GMDE55, MSSS G ASTMAS]2GRAOE55 D. ASIM A529 GPADESS SIERFORMDWAU-CSECTIONSSHAUMNFORMTOA A1011SSGRADES5,ORHSUS,GMDE55,CLASS1. STEELFOR ROUND PIPE SECTIONSSHAMOONFORM TO ASTM A 5D0 GMDE B, 42 KM. STEELUSEDTO FORM PURUNS,GIRTS, EAVESTRUTSAND'C'SECTIONSSMUC NMRMTOA MO3155,GMDE55,ORHSIASGRADES5,LASS 1, OR IF GALVANIE SHA WNFORMTOASTMA653S5,GRADE55,G900RHSLAS,GMDESS,CLASS1,G%. ABC -ATLANTIC DIVISION ABC - SOUTH DIVISIOA 6115 COCA COLA BLVD. 1150 STATE DOCKS RE COLUMBUS, GA 31909 EUFAULA, AL 36027 PHONE: (706) 562-8020 PHONE: (334) 687-2032 FAX:(706)562-8017 FAX: (334) 688-2200 ABC - MIDWEST DIVISION ABC - WEST DIVISION 901 WEST MAIN STREET 2260 TENAYA DRIVE EL PASO, IL 61738 MODESTO, CA 95354 PHONE: (309) 527-1500 PHONE: (209) 236-0580 FAX: (309) 527.1522 FAX: (209) 236-0588 THIS IS TO CERTIFY THAT THE METAL BUILDING COMPONENTS FURNISHED BYAMERICAN BUILDINGS COMPANY FOR THE REFERENCED BUILDING HAVE BEEN DESIGNED IN OUREUFAULA, ALOPFICE FOR FABRICATION IN OUR EUFAULA, Al - PLANT. IN ADDITION TO THE DEAD LOAD (D) OFTHE BUILDING COMPONENTS, THE MEMBERS ARE DESIGNED ON THE FOLLOWING DESIGN BASIS: OOLLATERALLOAD(C) 5 psf On Roof Members 5 psf On Suppwfing Flames ROOF LNE LOAD Qr) 20 psf on Roof Members Will Reduction On SupprnGng Fremes As Permitted By Code WND LOAD (M High Velocity Hurricane Zone =No(site not in Dade a Bnovard ealmM Wind E-sposule Category Based on Sudare RougMess=C 1M mph UlUmate Design Wind Speed! (3saond gust) 1MS mph Nominal Design WrM Speed! (3-second Dust) Eod—U a Classification = Endosed Buildings Interval Pressure CcefFidents = r0.18 and -DAB Design Pressure fa Wall Componerds and Cladding = r60.04 psf ald A0.40 psf Courtly=St Lude Risk Category of Buildrg = I. M buJdlrgs and oNer s"ida es except those listed in Categories I, III, a cl IV NOTES: 1. ALL WELDING MUST BE PERFORMED WAW3 QUALIFIED WELDERS FOR THE WELDING PROCESSESAND POSITIONS TO BE USED. ALL WELDING AND WELD PREP MUST BE COMPLETED AND VISUALLY INSPECTED TOAWS ACCEPTANCE CRITERIA Roof AND WALL PANEL MATERIAL 0.12YMUSS THICK OR TABLE 1.21N AM D1.3 FOR MATERIAL LESS THAN 0.125 THICKAND ALL FILLER MATERIAL EXTERIORPANELS SHALL OF WE FOLLOWING' MUST HOLIER Fu OF 70 KSI. PANES E ALUMMTOONE SHALL BEALUMINUM-LNCALLOY{OPTED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A>9255, GRADE 80. MATERIAL MAY MATERIAL MAY BE EITHER 260R 24 GAGE. PANEL MATERIAL SHALL BE ALUMINUM -ZINC ALLOY.COATEUSYEEL CONFORMING TO THE REQUIREMENTS OF ASTM A792 SS, GUIDE 50, CLASS 1. MATERIAL MAYBE EITHER 240R 22 GAGE. AMERICAN BUILDINGS COMPANY SERVICEABILITY STANDARDS PRIG MBMA MANUAL CRITERIA) W LL BE USED FOR DESIGN PANEL MATERIAL SHALL BE ZINC-COATED(GALVANIZED)STEEL, COATING DESIGNATION G9q CONFORMING TO THE REQUIREMENTS OF ASTM A 03 BE, GUIDE 80, OASIS l OR CUSS 2, AND FABRICATION OF YOUR ORDER OR HSIAS, GUIDE 80. MATERIAL MAY BE EITHER 26OR 24 GAGE + PANEL MATERIAL SHALL BE ZINC -COATED (GALVANIZED) STEEL, COATING DESIGNATION G90, CONFORMING TO ME REQUIREMENTS OF ASTM A 653 SS, GUIDE 50, CLASS 1 OR CLASS 3, MATERIAL MAY BE EITHER 24 OR 22 GAGE BRACE MATERIALS: BRACE CABLES: ASTMA9>5,>-STRAND ENS W0.E CABLE BU=1/4-DIA.f7mm) SC5=51W 01A(8mm) BCS=3/8-DIAU0mm) BOB =IM DLA.L33mm) BRACERODS: ASTMAS72,S0KSIfUPSETTHREADS) RRS=S/8'OlAhbmm) BR6=3/4-DIA.(20mm) BID =71V DIA.(23mm) BR8=1-DW(26mm) OR ASTM A 529, 50 MI IRA THREADS) BR9=11/8'DIA(29mm) M10=11/4-UTA132mm) 31131=13/8-DIAI35mml BR12=11h'DIA139n STRUCTURAL PRIMER NOTE: 'SHOP COAT PRIMER 6INTENDED TO PROTECT WE STEEL FRAMING DURING TRANSPORTATION TO THE JOBMTE AND FOR NOT MORE THAN 45 DAYS FROM THE APPLICATION. IN SECTION 29.7 OF SPEORCATON SlG.01 AND PROJECTS IN OTHER LOCATIONS MUST BE ERECTED WITHIN TOLERANCES AS DEFINED IN THE LATEST EDITION OF WE DURABILITY AND LONGEVITY OF THE PRIMER. THE COAT OF SHOP PRIMER DOES NOT PROVIDE THE UNIFORMITY OF APPEI MNCE, OR WE DURABILITY AND CORROSION RESISTM OF FIELD APPLIED FINISH COAT OF PAINT OVER A SHOP PRIMER MINOR ABRASIONS TO WE SHOP COAT PRIMER CAUSED BY HANDLING, LOADING, SHIPPING, UNLOADING AND ERECTION ARE UNAVOIDABLE AND ARE NOT WE RESPONSIBILITY OF WE METAL BUILDING SUPPUER. ABC 15 ACT RESPONSIBLE FOR WE DETERIORATION OF WE PRIMER OR CORROSION THAT MAY RESULT FROM NEITHER ATMOSPHERIC AND ENVIRONMENTAL CONDITIONS NOR WE COMPADBIUTY OF WE PRIMER TO MY FIELD APPLIED COATING.' 'AS A MINIMUM AND SECONDARY TO MORE STRENUOUS JOB SPECIFIC REQUIREMENTS, PROJECTS LOCATED IN CANADA MUST BE ERECTED WITHIN TOLERANCES AS DERNW IN SECTION 29.70F SPECIFICATION S16.01AND PROIEQS IN OTHER LOCATIONS MUST BE ERECTED WITHIN TOLEMNMM DEFINED IN THE IATESTEDMON OF THE METAL BUILDING SYSTEMS MANUAL. PUBUSHED BYWE MBMA.- CONSTRUCTION BRACING NOTE: TEMPORMYSUPPORTS, SUCH ASTEMPORARYGUYS, BRACES, FALSEWORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION IS TO BE DETERMINED, FURNISHED AND INSTALLED RYTHE ERECTOR THESESUPPORTS MUSTSECURETHE STEELFMMING, ORANY PARTLYASSEMBIED MEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSINTO THOSE FOR WHICH THESTRUCTURE WAS DESIGNED RESULTING FROM WND AND ORSDSMICAC IVTIY ANDAMINUTHE LOADS RESULTING FROM THE ERECTION OPERATION. THE ABOVE DESIGN LOADS AREAPPLEED IN ACCORDANCE WTH THE 2010 FLORIDA BUILDING CODE THE DESIGN IS IN GENERAL ACCORDANCE WTH 2O05 AISC 260-M SPECIFICAPON FOR STRUCTURAL STEEL BUILDINGS AND 2007AISI NASPEC NORTH AMERICAN COLD -FORMED STEfl-SPECIFICATION. AND PRODUCTAPPROVALS AND CERTIFICATIONS: 1. FLORIDA PRODUCT APPROVAL FOR ROOFING (STRUCTURAL 71.704-R3, NON-STRUCTURAL FL4813R2), SKYLIGHTS (FL6961-R2 AND FI.RMF2), AND PANEL WALLS (FL705-R3). AND SPECIAL LIMITS CONSIDERED: -LEW FRAME: H/60 (10 YR. WL ONLY) U180 (DL - ILL COMB.) -JAMB COLUMN: U90 (10 YR. WL ONLY) U180 (DL ONLY) THIS PROJECT IS DESIGNED AS AN ENCLOSED BUILDING. ACCESSORIES (DOORS, WINDOWS, ETC.) BY OTHERS MUST BE DESIGNED AS "COMPONENTS AND CLADDING' IN ACCORDANCE TO SPECIFIC WIND PROVISIONS OF THE REFERENCED BUILDING CODE. ALL MEZZANINE FRAMING BY OTHERS IS TO REMAIN COMPLETELY INDEPENDENT OF THE METAL BUILDING STRUCTURE THE TRANSFER MECHANISM FOR LONGITUDINAL BRACING LOADS ON BOTH SIDEWALLS AND ITS CONNECTION ARE NOT BY ABC. THIS MECHANISM AND ITS CONNECTION MUST BE DESIGNED IN A WAY AS TO NOT IMPART ANY LOADS ON TO THE METAL BUILDING STRUCTURE. MR. HALL ONLY SHEET NUMBER STATUS DATE REV. NO. AS-1 —AB-3 FOR CONSTRUCTION 11/2/12 0 ABC-1 FOR PERMITS ONLY 11/7112 1 ABC-2 FOR PERMITS ONLY 11/2/12 0 E-01 — E-D6 FOR PERMITS ONLY 11l7/12 0 E-06A FOR PERMITS ONLY 11l7/12 0 E-07 — E-09 FOR PERMITS ONLY 1117/12 0 E-0LA FOR PERMITS ONLY 1117112 0 E-09B FOR PERMITS ONLY 111`7/12 0 E-10—E-11 FOR PERMITS ONLY W7112 0 SED-001 — SED-016 FOR PERMITS ONLY 11M12 0 PRIMARY CONTACT LISA PARTON 334-688-2225 FIELD ISSUES JOHN SEARCY 334-688-2215 wvxrmwxoss Ru a�Mu ox mLsr oMvnx6s ¢ DnPlorm NAxuFAmuua ne (106X¢T Vniosio IS nsiRdsoFu(OnOAr . ST. LUCIE COUNTY, FL RICHARD K. DAMS CONSTRUCTION CORP 11749901 SHEET: M®MR ROOF PANELS - OVERHANGS TYPE: L3P GAGE: 24 COLOR: WHWHPIO LOC OTY PROJECTION LENGTH SOFFIT TYPE COLOR PAINT wARRANTY: HTL25 - - WEATHERTIGHTNESS WARRANTY: NO - _ - EN 1 2•, 60' L3P26 WKWHPTO UL 90 CERTIFICATION: NO - EN 1 2' 60' L3P26 WNWHP70 FACTORY HUTUAY CERTIFICATION: NO POC�R1 DOESKIN r R CJ 'V RECENT PRODUCT REVISIONS - WALL PANELS - - THE FOLLOWING NOTES HAY OR HAY NOT PERTAIN TO THIS SPECIFIC JOB BUT ARE. NOTE WORTHY PRODUCT CHANGES. TYPE: STUCCO CHOICE GAGE: 20 COLOR:POCLRI BASE: MOTP70 - - 1. THINK SAFETY! PAINT WARRANTY: HTL25- EAVE TREATMENT. - - - - STANDARDGOITER WITH DOWNSPOUTS 40.0 FT O.C. TRIM COLORS - - - - - v - - ^ - BVT2MRM1lK1VR11 - '.V9[06t0,.T - - ORRPIL91Ira4t06T "NOT FOR CONSTRUCTION" M R HALL - DRAWING sraTus: - - FOR PERMITS ONLY ST. LUCIE COUNTY. FL - - SOFTWAREVERSDNS DESIGN:392 BIM: 77D AMERICAN BUIIAINGS .. RICHARD K DAVIS CONSTRUCTION CORP JOB NUMBER _ _ SHEEI: O RELEASE/REVISION OWN, /CKD: ENGR DATE O RELEASE/REVISION - DWN:/CKD: ENGR DA,E - 11740901 ABC-2 R�HNR - - ' 0 1 FOR PERMIT USE I ERM/TG I JHW I IIP2M2 0- NOTE: FINISHED FLOOR ELEVATION IS AT 100'-0. BOTTOM OF BASE PLATE ELEVATION FOR ALL BASE PLATES ARE AT FINISHED FLOOR EXCEPT AS NOTED. A.F.F. = ABOVE FINISHED FLOOR B.F.F. = BELOW FINISHED FLOOR 7V-0 o Q 1'-0 79'-0 25'-0 23'-6 LL a a < _O QLL nL . - © BRACED BAY' -a O LL BPOi-A a O BP04A . . - 8 A.F.F. I01-A P'4 O BRACED BAY ' 1-01 i 19'-0 25-0-. I - 2T-6 79-0 ANCHOR BOLT PLAN OXTI6E VAW1f166flM61m , .. AT4Y.M61LTM11 . , - /YOm6NOf£NEK ¢lpfP¢IDIfTIE W06Q - _ - EK¢EMOFAIDmY09WL xm¢mr®®uwu ' MR. HALL - DRAWING STATUS: FOR CONSTRUCTION - - ST. LUCIE COUNTY. FL - - SOFPNARE VERSIONS DESIGN:39.2 BIM: 17D AMMCAN BUHDINGS RICHARD K DAMS CONSTRUCTION CORP JOB NUMBER: - SHEET: RELEASE/REVISION OWN:/CKD: ENGR DATE - 11.749901 AB-1 MBMR BP01-A BP02-A [8" A.F.F.1 BP02-B BP02-C [8" A.F.F.1 BP02-D BP03-A[8" A.F.F.1 % PLATE -1"AB - 3" REQD. PROJECTION % PLATE - 1"AB - 3" READ. PROJECTION 31s PLATE - 1"AB - 3" READ. PROJECTION 3/a PLATE - 1"AB - 3" READ. PROJECTION 3/a PLATE - 1"AB - 3" READ. PROJECTION 3/e PLATE - 314 AB - 3" READ. PROJECTION 10. 4 STEEL LINE 21 21 STEEL LINE STEEL LINE IF^ IY-tl m m 4 g 4 0 21 112 Q I H , 7 ;p n ♦ ♦ P �, ♦ 'T- p I j7h to y— ♦ +� .♦ ♦ $ ♦ ♦ ♦ ♦ w m N n ,r ♦ ♦ t ♦ 21 thryl o21h o T Q p I^ I 7-7 m m 27 27 21 21 tth 77h - 1U 70 STEELLINE _ STEEL LINE BP03-B[8"A.F.F.1 BP04-A [8" A.F.F.1 - _ SP05-A - BP05-B 31a PLATE - 314 AB - 3" READ. PROJECTION 3b PLATE - 314 AB - 3" READ. PROJECTION ale PLATE- 314 AB - 3" READ. PROJECTION . " 31a PLATE - 314 AB - 3" REQD.. PROJECTION gg - V-6 I. -1I _ _ 7T� '� - - STEEL LINE tth 71h ' m r eth W + + n Z � Z jy J _ J ♦ + Z 1 � � 1' "+ 1 N W ♦ ♦ TT + a m B 37h 3 2 1-0 717h I1$ 7$ [� STEEL LINE T-0 I, STEEL LINE A THREE INCH BE GREASED OR UNLESS NOTED) ABOVE THE BOTTOM OF THE COLUMN BASE PLATES, EXCEPT RALF IE A PROJECTION OF ONE INCH. IUARTER INCH LESS THAN THE PROJECTION. THE PROJECTIONS SPECIFIED PROVIDE )NE THREE SIXTEENTH INCH WASHER AND ONE HEAVY HEX NUT. IN THE INSTALLED TH OR ABOVE THE TOP OF THE NUT. PROVIDED FOR ITEMS SUCH AS GROUT, DOUBLE NUTS, PLATE WASHERS, LEVELING PROTECTED FROM CORROSION e . HALL LUCIE COUNTY, FL HARD K DAVIS CONSTRUCTION CORP amanwimsssu"rrurs oxixEsonnwmcsuoewn mrawxur"cmm� 11749901 REACTION SCHEMATICS Mt H1n A O LOADING CONDITION " FRAME LINE 2 A 1 0 lays) MHtw) 0 w) (Nw) 0 cty (aw) D +19 +1.3 NA +2.9 -1.3 NA C +17 +z0 NA +17 -z9 NA L ".0 M.8 NA +9.0 49 NA W J92 -141 HA -332 H&1 NA IN (at X braced bays) 45.8 -141 -gym +223 45.8 +1&1 "�-to +227 -�• H1.hwlxmWmicemen Plere NBeme 1( I H2u lv®rPelforw PePa� mBw Platte of ,too. M1 H1v�� r A O LOADING _ CONDITION - FRAME LINE 4 A 0 (HPs) lwHro) (awl (HPa) 0 v)s) law) D +M3 +110 NA +23.3 -1&0 NA C +20 +1.0 NA +20 -1.0 NA L +4.7 +24 NA M.7 -24 NA W -24.8 -112 NA -24.8 +112 NA W (a1X b2ced bays) 3 2 ..112 `M3 +273 -SL4 +112. -n,u +227 r H, = haamM hx a m dto Pere dhRne H2= Mr�ntal face peryaiSaferm hre pare of bane NOTE: THE FRAMING AT THIS ENDWALL LINE IS NOT DESIGNED TO ACCOMMODATE FUTURE ADDITIONS. REACTIONS CORRESPONDING 70 THIS FRAME LINE REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA AND ARE NOT INTENDED TO INCLUDE ANY FUTURE MODIFICATIONS UNLESS EXPLICITLY NOTED OTHERWSE.. M, N1A B N O LOADING CURTAIN WALL AT FRAME LINE 4 CONDITION BN awl D IN +3.e / 1 H1= havn tof fmg N 8w Porto of home �Id V H2=tai'vmlal fnca perpeNata tlto plere afhmne' M11\\ N� ) A O CONDITION FRAME LINE 3 A 0 (aw) A) I A) laps) (41) A) D +14.9 +&5 NA +14.9 -8.5 NA C +3.7 +20 NA +18 -20 NA L +9.0 W.7 NA +9.0 4.7 NA W -2&4 -16.1 NA -244 -16.1 NA W (et X breced bays) 45.8 -16.1 -M.3 +223 I 45.& I +18.1 I -=7 +227 / Y H,. NMmnral faro m the Plsre of frame 1e I H2=lviaaEel fora PRPonduEerm BR PlRre of beme M7 Ht , A E 1 O LOADING FRAME LINE 1 CONDITION A E ,1 0 laps) AN (MPs) law) (NW) law)' vacs) A) D + e NA +1.1 NA +12 NA W.8 NA C +0.5 +0.1 +1.3 NA +1.4 NA +O.B 41 L -03 +43 +5.6 NA +5.8 NA .02 to -0.3 Q7 •. +29 W -113 to -ew 1&33 -10.3 -11.5 -1422 Jto +1.2 +5.0 1 w +1.4 to_10A + ..3 1 +10.3 tom8 ♦e.1 +8.7 HitIQ V horimnmt lace m eto pare of hams H2 =1 Wmml force peryeM crier m Bn pare hams NOTE: THE FRAMING AT THIS ENDWALL LINE IS NOT DESIGNED 70 ACCOMMODATE FUNRE ADDITIONS. REACTIONS CORRESPONDING TO THIS FRAME LINE REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA AND ARE NOT INTENDED TO INCLUDE ANY FUTURE MODIFICATIONS UNLESS EXPLICITLY NOTED OTHERWISE. L HALL LUCIE COUNrY, FL HARD K DA= CONSTRUCTION CORP' IDS NUMBER 11749901 naRamumeanmoxu wae4uraosesruuRua alT6SaM'MX6661flG1ID Ra1E�UNVipVlta YIa106191SRr£AS O�9�IRM,hmnC! M3rLLLt6 VapDrIN9WL xaaoa�armusuol UCTION I' SIGN: 392 BIM: 170, AMMCAN BUII-DING SHEET.- AB-3 MBMR ME 1'-0 19'-0 25-0 27-6 7'-B 1 2 3 EC2 RC7 RC2 - RC3 � p Q KBA1 � KBA7 E12 KBAS w KBA3 ' . KBAS E11 KBA2 KBA4 KBA7 KBA1 w EC7 _ .. RC7 RC4 - RC3 _E113 O �EI72 E111 — E110 —E19 _E18 7 q n 0 EB —FIB E15 E14 �E13 v Y V_a 19'-0 25'-0 .23-8 T-e W-0 PRIMARY FRAMING SHAKEOUT PLAN ' .. MWERunmaE4Rut •. _ PYYI6FlI WIPFSELLIPfIVS • PIT@gUVAWS6flNO1m .. • 9YM WM6KTYM1R /.10 NSPIf4AF �5 - 0@ ffi.`IfM�iG *'NOT FOR CONSTRUCTION** - MR. HALL DRAWING STATUS FOR PERMITS ONLY ` ST. LOGE COUN7V, FL SOFTWAREVERSIONS OESIGN:392 BIM: 17O AMMUCAN BUILDING RICHARD K DAMS CONSTRUCDON CORP JOB NUMBER: SHEET: ELEASEIREMSION DWWICKD: ENGR DATE - 7t�990'I E-01 MBMF1 Aa SPLICE BOLT TABLE SPLICE QTYJ SIZE I CLEAR TO F.F. PLATE SIZE A 8 112X2 13711/16 6-X 26 B 4 112X2 20' B'X 313 C 8 4AX2 2551.13 6'X % D 4 112X2 21'01¢ B'X 3A E B 1bX2 1 13711hB 1 B'X 3A 12 5 12 5 CL-12 C1 W 30'-0 - - I - 301-0 .. 24'-B - I 1r-47/8 I 1V-61/8 r r- O O COLUMN & BEAM CROSS SECTION AT FL. 1 NOTE: 1XE RLl1OlG A3 CfGCTB),�BMC 4 Nei .x[u�¢rzxmXmrEmorut - oEsc1®ro KOONNppnTE ANT rvnxs ExPuwoN. X.muuw,uavt..ruXs - OX T2Q pgXW IX6 6 wgpYf o .. RTHMIMIiK111RFA . - Y0M6XwIIX.4 A5 - wXvrsmrtraNmXa **NOT FOR CONSTRUCTION** X� . MR. HALL - DRAWNGSTATUS: FOR PERMITS ONLY ST. LUCIE COUNTY. FL SUF AREVERSIONS DESIGN:383 BIM: 17D qMERICAN BUIMINI RICHARD K DAYS CONSTRUCTION CORP JOB NUMBER: �(� ( .I_ SHEET: fE O RELEASE/REVISION OWN:/CKD: ENGR DATE 11749! 1 E'O� MBMR /12 - . I C 1 8 ATE 6' X 6' X SIX 12 5 F-- 32 12 � 5 to - .j•.9 - pFt RR? ye Ito y � F -� T-A4 -� - - - 53•_101/2 - 3' 0314 l30''0 ' - - 30--0 I�I - - 601-0 f NOTE: FRAME BRACE BOTH SIDES AT INTERIOR FRAMES FRAME ID:11749901.01A 10/29/72 11:05 RIGID FRAME CROSS SECTION AT FL. 2 . - wew¢awxPo:suu�urs ' - _ - - ONiMEII pUWIN66MPL,l _ BYIIBl1Il11R/CIU.YA ' 111OPo6MI4ME 1f _ - O0.RFMFFIO.1lTIEM]6T .. ' NOT FOR CONSTRUCTION" . - MR. HALL - DRAWING STATUS: FOR PERMITS ONLY .. ST. LUCIE COUNTY. FL - SOFIWAREVERSIONS DESIGN:392 BIM: 17D AMMCAN BINDINI RICHARD K DAVIS CONSTRUCTION CORP JOB NUMBER: - SHEET NO RELEASE/REVISION DWN:/CKD: ENGR DATE O RELEASE/REVISION OWN: ICKD: ENGR DATE 11749901 E-03 _ - McMa AN 0 PLANS FOR PERMIT CRM/DC JHW 11l7/12 - L Nol RELEASE/REVISION DWN:ICKD-. IENGRI FA 0 1 PLANS FOR PERMIT I" CRMIDL lJHVVIllf _a. -- - __ BR8-79.77 ----- ____--gRg.24.6 �BR6-25p �— ,BR8.2p.8 BI16.208-'_ - gR6-250 - BR&20.8'�x; �BR5.208 .. BR&25p �__J—�'� BR6-2'`cl BR6-24.6 f Ql A -0 26-0 23-6 - V-6 " - - 70-0 .. . ROOF BRACING PLAN " , ° - - M1ITESF6IVlI96AQO1m •• • - YOCVSY]f4NFI5 .. mPFP�IlMlAER NOT FOR CONSTRUCTION** - MR. HALL DRAWING SEAMS: - FOR PERMITS ONLY ST. LUCOE COUNTY. FL SOFTWARE VERSIONS DESIGN:3 l BIM: 17D AMERICAN BUILDINGS - - .. RICHARD K DAVIS OONSMUCTION CORP JOB NUMBER: SHEET: _ 2EVISION I OWM:fCIm: JENGR11749901 E-06A' McMR � , O NOTE: ALL ROOF PANEL RIB TO PURLIN INTERSECTIONS J REOUIRE FASTENER(S). I nl I u I � I 1 I + I I I o I 1 I I I Im m n � r 4`•°.. r. e � n O \ + - N n 0 I n I o I I I n I I I m 1 I m 1' Y 1 ♦ r 1 1 r t 1 Y n n n n n n n n n n .n n n n n N n N n n n n n n n n n n n 1 6 4 1 6 n n n n n n /nl n /nl A n I I I I I I I f I I I 1 7 I I I I I I N. > I - 1 r(25)L3DFR265 ' I m n I ,n I w I I' _m I I I � I I - 1 I I 1 � + 2 n: p O 7 n LI'1 I f 1 L: 1 1 - 1 ' L' i 1' I I o I n n n 14 n- n n n n. n n' n n I 1 I I I 1 I I 1 I I I 1 I 1 1 I i I 4 I I I. ' I I I I I 'I I �I II d m G IN'1 1 - I f I I I I I' I I 1' I . N , nEW off ® 3e FIELD an . 20 PANEL HIGH RB, - 1 FDS-14.4 PANEL HICH PoB . ((13 FDE-2 2 O WERHW (3) FDC-2 .. OVER - raxrmeumrmHmoxu - - wax¢ea+oxsuurF e - v WIMCF MAWd66FMPWm ' - _ M112 MNIIIIKIUIm . - .WD W6NOf4MFK ' ROOF SHEETING PLAN ' NOT FOR CONSTRUCTION*" • MR HALL _ DRAWING STATUS _ FOR PERMITS ONLY ST. LUCIE COUNTY. FL SOFTWARE VERSIONS DESIGN:39.2 BIM: 17D ANIMCAN BLIUMINGS RICHARD K DAMS CONSTRUCTION CORP JOB NUMBER SHEET: SE REVISION OWN:/CKD: ENGR DATE - 11749901• E-07 WE TRCL5 006 7` o TR/0 TS)g R, `52 ,pl OP�2 7$7.(1& 15 . 2 O 3R(7gTBBSR & " - OPEN FOR MASONRY BY OTHERS • N - OO OO OE OA ENDWALL FRAMING PLAN AT LINE 1 - More T1¢ /xsluNc As oTrmco . s NOT STRUCfI1RAL SUPPORT FOR THE. WALL SYSTEM TURNISHED BY - - OLsw¢o ro-.ccouuoo.¢ em MYRC Dwusiar. OTHERS IS NOT PROVIDED BY THE MLTAL BURRING SUPPLIER. . - - - - raacuwmxnavow - - ' - PITYY WANL(a 6FAALYm .. - - BYTENY/AAOIIR9 . - - M'DD2SNOf4R'/E�5 "NOT FOR CONSTRUCTION" - MR. HALL - ORAWING STATUS: , FOR PERMITS ONLY _ - - - ST. LUCIE COUNTY: FL SOFIWAREWF!SIONS DE51G1,1:392 - BIM:17D AMMCAN BUILDINGS RICHARD K DAMS CONSTRUCTION CORP JOB NUMBER:. - - SHIBM. O RELEASE/REVISION OWN: ICKD: ENGR DATE O RELEASE/REVISION DWN:/CKD: ENGR DATE - 11749901 E-08 McMw 0 PLANS FOR PERMIT CRM/DL 7HW 1117M2 - - 8Z763.2 %P2 (U-N.). (2) REQUIRED CS-C8X11.5-32 4ie C9-C8X11.532 4je U1 - SOU2-25 114X1 U2-BOU2-2.5 114X2 Z12-BZ18-32 -%eCZ ZB-821632 5h6ZC ZS-BZ18-4.10 1pCC - SZ16-4.11 N4CC N•N) .. 8ZI63.2 %P7 (U-N.) ' - (12) REQUIRED - (2) REQUIRED ' 51'-3 - �_ 4•-41h. _ 0 W-0 BUILDING IS DESIGNED TO WTI HSTAND DESIGN LOADS AND SPECIAL DEFLECTIONS - - - LIMITS GIVEN ON PRELIMINARY SPEC. SHEET PROVIDED FOR HYDRAULIC DOOR BY DOOR MANUFACTURER. IF FINAL DOOR SECS RESULT IN LARGER LOADS OR .. STRUCTURAL SUPPORT FOR THE WALL SYSTEM FURNISHED BY DEFLECTIONS. THE BUILDING MAY HAVE TO BE REINFORCED TO ACCOMODAIETHES OTHERS IS NOT PROVIDED BY THE METAL BUILDING SUPPLIER. ' CHANGES. CHANGES. - DOOR DEFLECTION LIMITS CONSIDERED: -LEW H/BO 10 YR. WL ONLY) No1E: THD nulm+G R GERnm AeavE b w L/180 (DL+LLCOMB.) DEs W 1D Ac Mow1E wVr r•Vnn¢ E�umpx, JAMB COLUMN:O L (10D WL ONLY) LISO L LNYR. ENDWALL FRAMING PLAN AT LINE 4 .. . raumrz�oms¢mw OITTl W W..WS6fMWID TM1411N.b1�1 - - . "NOT FOR CONSTRUCTION" I10 D'151[R4I14 /3 OIMWSARIIEHOER - MR. HALL DRAW7NGSTATUS: FOR PERMITS ONLY ST. LUCIE COUNTY, FL SOFTWARE VERSIONS DESIGN M2 BIM: 17D AMEBTCAN BUILDING RICHARD K DAMS CONSTRUCTION CORP JOB NUMBER SHEEP: O RELEASE/REVISION DVVN:/CKD: ENGR DATE _ 11749901 E-09 McMa A -A c O _ N T O A A p JAMB TRIM S N y mm 5 N O 2 0 ° a� m EN A � O N O m m 11Am� N o . z 0 D C r n o m G=i A 1 o O m � r o m m m 0o r m y z i A9 �°OOIZ Q -4 ;lz 0 C c(DI�Tmm� W N NN O NK..0 m O N Z i Z m=N_ C m O n D a Z' .3 fi JAMB TRIM PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 _ PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-1, 4.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14,1 3/4 PA-14.1 3/4 PA-14.1 3/4 PA-14.1 3/4 FJ 15X— co 1 C Q O O 0 2 0 O m v m m r O �Zi0 V 3 ;U c/o� AA M W N N O z m V% PA-15.7 5/8 T PA-16.2 3/8 I x PA-16.9 FJ15X- PA- 16.9 ro PA-16.2 3/8 x PA-15.7 5/8 FJ 15X- ly Oti Ctj bO.v R6 D� A r N CE-IR(STrGYl W 5 TFECS & STFSE. 5 MEC-3 GE-1L SSESKL-1.1 1 713 - ESPR— - - ESPR— 8SESMR-1.11 T,8 - SESOS5-19.111/2KH \ 5ESOS4-24.111kHH - - \ 5E8US5-24.111hHM -' OPEN FOR MASONRY BY OTHERS - - - 25-0 23'-0 - IT`i . I - 70'-0 SIDEWALL FRAMING PLAN AT LINE A . .. -. STRUCTURAL SUPPORT FOR THE WALL SYSTEM FURNISHED BY OTHERS IS NOT PROVIDED BY THE METAL BUILDING SUZINt. - - RANSFER MECHANISM FOR LONGITUDINAL BRACING LOADS ON BOTH - - THE WALL SYSTEM FURNISHED BY OTHERS Is To BE DeslcNEo To ALLS AND ITS CONNECTION ARE NOT BY ABC. THIS MECHANISM RESIST 17.7 KIPS OF WIND FORCE AND 24.8 KIPS DOOR DEAD LOAD APPLIED TO THE TOP OF - - - FAND - TS CONNECTION MUST BE DESIGNED IN AWAY AS TO NOT IMPART AND IN THE LONGITUDINAL DIRECTION OF THE WALL SYSTEM.OADS ON TO THE METAL BUILDING STRUCTURE.. - THE WALL '%' BRACING IN THIS ELEVATION IS FURNISHED AS - " PLUMBING AND SQUARING AID WHICH MAY BE REMOVED AFTER CONSTRUCTION IS COMPLETE. - - - - ERECTION BRACING AND TIE OFFS AS REQUIRED TO PREVENT - - DAMAGE DURING CONSTRUCTION ARE NOT BY THE METAL BUILDING - - - SUPPLIER. _ - uxarmnw�Muurt�rs - - - - - •. - . - OITM1YpNM1I46P61NHl- WIXEMM'16M1@FII' NT 4ME 1t ' - - ' "NOT FOR CONSTRUCTION** .VOLQS QMW.ESFNfM WdfQ - MR. HALL DRAWING STATUS. . FOR PERMITS ONLY SL LUCIE COUNTY. FL 50FTWAREVERSIONS DESIGN:38.2 BIM: 17D AMMCAN BUILDINGS - •. - RICHARD K DAMS CONSTRUCTIONCORP. JOBNUMBER .. SHEET: O RELEASE/REVISION - OWN:/CI07: ENGR DATE O RELEASE REVISION OWN, /CKO: ENGR DATE 11749901.-. - E-10 MBMR Awl - 0 1 PLANS FOR PERMIT I CRM L JHW 1V/H2 GE-1R _ - S TGTI W 5 TFEC5 & S VSE 5 MEC-3 .. GE-11. Li BSESML-0.11 713 .. - - - -. - - 8SE5KR 1.11 7 b 5EBDSS-24.111122MH - - 5E8OS424.11 VZHH 5E8OS5G9.111kHK SIDEWALL FRAMING PLAN AT LINE O STRUCTURAL SUPPORT i0R THE WALL SYSTEM FURNISHED BY OTHERS - IS NOT PROMDEO BY THE METAL BUILDING SUPPLIER - - THE WALL "X" BRACING IN THIS ELEVATION IS FURNISHED AS ' PLUMBING AND SQUARING AID. WHICH MAY BE REMOVED AFTER - - - - - ._ CONSTRUCTION IS COMPLETE.. ERECTION BRACING AND TIE OFFS AS REOUIRED TO PREVENT . - DAMAGE DURING CONSTRUCTION ARE NOT BY THE METAL BUILDING - _ - - - SUPPLIER. - - - raammuneus®vui - axwmwrranaty - **NOT FOR CONSTRUCTION** . _. MR. HALL .. '. DRAWING STATUS: - .. FOR PERMITS ONLY - ST. LUCIE COUNTY. FL SOFTWARE VERSIONS DE51UN: n2 BIM:ITD Ate MCAN BUILDINGS - ` RICHARD K DAMS CONSTRUCTION CORP JOB NUMBER - SHEET: .. -. REVISION DWN:/CKD: ENGR DATE - ,. 1174990.1 E-11 SAFEIT.NDIE4 - SOUARE THE NETµ BUILDING SUPPLER STRONGLY RECOMMENDS THAT SAFE WDIIONG CONDITIONS AND IN N ACCOUNT PREVENTION. PRACTICES BE THE TOP PRgpDY ON ANY JOB SITE II {I Am LOCAL. STALE AND FEDERALSAFETY AND HEALTH STANDARDS 40RD ALWIWS BE FOLLOWS 10 HEMP ENSURE WORKS SAFETY. nRnR WILE CERTAIN ALL EMPLOYEES KNOW ME SAFEST AND MOST PRODUCTIVE MY OF ERECTING A - A325T - RIGID FRAME - BUILDING. ESMERGENCY TE ACNE NUMBEM ALLRS. LOCAMN `Of FIRST AO STATIONS AND EMERGENCY SHOULD DALY MEETINGS HIGHLIGHTING SAFETY PROCEDURES• THE USE OF HARD HATS. RUBBER SOLE SHOES - - FOR ROOF WORK. PROPER EOUIPMCNT FOR HANDURC MATEIOAL MID SAFETY NETS WHERE POSSIBLE O O ARE RECOMMENDED ERECTION PRACTICES.- • - .. THE METAL BUILDING SUPPLIER INTENDS THAT THESE DRAWWGB BE INTERPRETED AND ADMINISTERED WIN SOUND JUDQIENT CONSSIER 1RTlH GOOD SAFETY PRACTICES, AL SAFETY PTECAIMMS. OSHA SAFETY REQUIREMENTS, OR ANY OME APPRDPfMW SAFETY NUT - MEAD- qN�N ^y�yA M Au uypF REQ III NEWTS, CUSTOMARY OR STATUTORY. MUST BE ADHERED TO, TO ENSURE MWOMN WORKER BUR am m AVY TALK a SAFETY.- . IIiW IKWT. INpS ND Im - OLMW AYMf Inrs 6 OR. OR OTHER AIPEVE SUBSTMM CES ARE SPILLED ON E ROOF/DECK PANELS. WE THEY - - - - -OFT MYEATE,Y TO PREVENT SLIPPING OR FALMF _ - - - - BOLT DIMENSION N W- - .. 'SA. 9KNYM E NM/ A FIRM. SAE POBTIION MEN USING AM TOOL _ OAMEIETR YOU SHOULD MAINTAIN A CONSTANT AWARENESS OF YOUR LOCATION W REACTION TO THE ROOF EDGE 1/2" T/B' - - . WHEN USNG TOOLS AND MACHINES OR PERFORMING ANY OTHER FUNCTION ON THE ROM' MESS - 3/4' 1 .1/4^ - THE FIRST STEP IN ME SUCCESSFUL WSIµLADOx OF THE ROOF OR WALLS 6 TO HAVE THE DO HOT UNDER ANY CIRCWSTMICES STOP OR WALK W THE SURFACE OF ANY FIBERGLASS SKYLIGHT. T/8' T T/IB" PMYAO FRAMING PLUMB AND SWINE. fOR.BpT RL510.T5. IT RECOMMENDEDTIRN.A TRANSIT IF FOOT TRAFFIC IS MCESBAR OVER SKYLIGHT, USE WALK BOARDS THAT ARE PROPERLY SUPPORIE - V BE USED WHEN ERECTING ME STRUCTURAL STEEL BY THE BUILDING PURLINS - 1 ^ 1 5/8' BE SURE TO READ THE GENERAL ERECTION WIDE PRIOR. TO COMMENCING ERECTION. - - - - - - - BUILDING ALIGNMENT - - _ GE01 SAFETY COMMITMENT` GE70 ASTM A325T-BOLT IDENTIFICATION MF01 - - AA AA I BOLTS JOINTS: - BOLTED JOINTS SHALL BE CONMCED'AND INSPECTED IN ACCORDANCE WITH THE 'SPECIHCATION FOR SIRUCNRN. JOINTS USING ASTM A325. OR INTO BOLTS', DUNE W.-ROW: RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS URWE4 NOTE OTHERWISE ON THE ABC . -ERECTION DRAWINGS, ALL AMOS BOLTS ME USED IN CONNECTIONS DUNE AS SNUG -TOM JOINTS (ST). MR INSTALLATION IN SNUG -TIGHT JOINS. -ALL BOLT HOLES SHALL BE ALIGNED. TO PERMIT INSERTION OF ME BOLTS WIMQR UNDUE DAMAGE TO THE THREADS. BOLTS SHALL BE IN ALL HOLES MAIM NUTS THREADS BEFORE COMPACTING NNE JOINT TO THE . SING -TORT POSTION, PROGRESSING SYSEWTTALLY FROM THE MOST RIGID PART OF ME -' JOINT. THE SNUG MONT CONDITION IS ME TIGHTNESS TAT S ATINMD WITH A FEW IMPACTS - OF M IMPACT WRENCH OR ME FULL EFFORT OF M IRONWORKER USING M ORDINARY SPUD' - WRENCH SO THAT THE COMECIE PLIES ME SOLIDLY SEATED AGAINST EACH OTHER BUT ASTM A325 BOLT PRETENSION SCHEDULE BAT - D -'A 6. - SPECIFIED MINIMUM BOLT PRETENSION - "" NUT OR HEAD ROTATION FROM SKLIG-TIER CONDITION- L.SAG M KL. BI 1/2'I 12 KIP$ 1/3 TUM , 1/2. TURN 3 K'W. 28 KIPS 7/8"I 39 KIPS T"o 51 KIPS NOT NECESSARILY W CONTINUOUS. CONTACT. MORE TAN ONE CYCLE THROUGH ME BOLT. (LLB IFHQM or BOLT) ,. PATTERN MAY BE REQUIRED TO ACHIEVE ME SNUG -MGM CONORTIOH ': - '. - - -' - •. - - .. - ' - . CONNECTIONS NON A325 BOLTS MICH ME DOMED AS PRETENStONED (PT) OR SUP-CRMCAL '- ': INSPECTION:CSC- BY THE OF MATS MLIL BE NOTEXI AS SUCH ON THE ABC DVAWINC5ORI) ORLELER INSPECTION FOR SMUG-TIGAT MITTS VERIFICATION THAT REC)ALL CONNECTIONS WOx AL90 BOLTS AE OTHER BONS (R PT) OR'�E _ ME PROPER FASTENER COMPONENTS MERE USED AMD1wT�MECONNECTED ELEMENTS. SUP -CRITICAL (SC) JOINTS PREIENSONED JOINTS ARE TYPICALLY REQUIRED VIXEN THE JOINT WERE FABRICATE PROPERLY. AFTER ASSEMBLY. IT SNARL BE VSWLLY ENSURED THAT - - - ,- •. - S SUBJECT TO SIGNIFICANT LOAD REVERSAL, THE JOINT IS SUBJECT TO FATIGUE LOAD WON NO THE PLIES ARE SOUOLY SEATED AGAINST EQR OTHER. BUT NOT NECESSARILY W LOAD REVERSAL, ME BOLTS" ARE SBJECT TO TENSILE FATK:LE, TIE BUILDING. SUPPORTS A CRANE,. CONTINUOUS CONTACT. AND MAY WASHERS. IF REOURED,HAVE BEEN USED... OF OVER 5-TON CAPACITY. OR THE CONNECTION IS PARE OF ME SEISMIC LOAD RESISTING SYSTEM NO. FURTHER EVIDENCE Of CONFORMISM S REWMEO..AND THE AJSC SEISMIC PROVISIONS (ASC NI) ME APRIAL THE SEISMIC PROVISIONS ME FOR TURN -OF -NU PRETESK)MRRG. IN ADDITION TO THE INSPECTION- APPDCABLE MEN THE SEGLIIG RESPONSE MODIFICATION COEFFICIENT. R S TAKE GREATER THAN J. .. FOR. SNUG-IOXT JOWLS ME INSPECTOR BNAI.L OBSERVE THE SNU INSPECTOR HT MI NOTE THAT LOAOWGS FROM WIND OR SNOW ARE NOT COSIOENE BGN6IGANT LOAD REVERSAL VERIFICATION MO YE IOM. ME WOW W PROGRESS TO ENSURE WHAT MEOR FATIGUE LOAONGS. SLIP ORTIT.AL JOKER ME REQUIRED WHEW SUP S DETERHRIED TO BOLTING CREW PROPERLY ROTATES ME TURNED ELEMENT BY THE AMOUNT SPECIFIED '. ,. .. _ BE DEIRIYEMµ TO ME PERFORMANCE OF THE STRUCTURE. DWALLATION MEMODS PERMITTED IN THE SCHEDULE. µTELDMiNELY. VIXEN THE FS NEB ARE YATGH-CORKED AFTER FOR PRETENSIWE AND SLIP-CRNTIGAL JOINTS INCLUDE URN: OF THE NUT PREIESONWF - - INITIAL S-UP (SNUG-70" LptIDOON). VSAL INSPECTOR IS PERMITTED. ME SIDE •. MIGRATED MITI PRETEJ90UNG. MIS -OFF -TYPE TENSION CONIROL BOLT ASSEMBLIES. - OF NUTS AND TS THAT HAVE BEEN IMPACTED SUFFICIENTLY SUFFICIENTLY TO'INDUCE TMINIMUM AND DIRER-WhISOE N-INDICATOR PRETENSIONING. PRETENSION VALUES EQUAL TO OR GREATER PRETENSION LOADS WILL. APPEAR SLIGHTLY PEENED. NO FURTHER EVIDENCE OF THAN THE VALUES LISTED W THE BOLT MEERSON SCHEDULE SHALL BE PROVIDED. CONFORMITY S REWIRE. FOR M5OlUTION-BY TU H-OF-NM PRETENSIONWG. ALL BOLTS SHALL FIRST BE TIGHTENED W ACCORDANCE TOM THE 9AIO-TI°R PROCEDURE. THE NM OR HEAD AS APPLICABLE SHALL : BOLT• INSTALLATION. & INSPECTION NOTES MF91 THEM BE ROTATED EY THE AMOUNT SPECIFIED IN THE BOLT PRETENSION SCHEDULE PROGRESSING. SYSTEMATICALLY FROM ME MOST POGO PART OF THE JOINT. THE PART NOT TURNS BY ME IlVk 1/Ce: 71W. @ 1'e STRUCTURAL BOLTS (A125) - .. M WRENCH SHALL BE PREVENTED FROM ROTATING. WRING MIS OPERATION. ��. t/2 % I 1NU N25T/ 1/2 NVHX - (D WASHERS REWIRED) M n0.41ER 1/2 % 1 1/A A325T/ ' WEB OF RAFTER TYPIGL WEB OF COLUMN WON I M nASxERMS - H Tfpr�(ONE OR. RAFTER UNOER(THE BOLT HEAD PURLM / GATT AND ONE UNDER THE NUh. O 0 FRAME BRACE BOTH SIDES IF REQUIRED.. BY OESGN AS HOtEO ON FRAME BRACE ' ROD BRACE _ I THE BUAOINGW - BOTH SIDES IF REUUOiEU EYE BOLT O T O BY DESIGN AS NOTED ON ERECTION — D� COLUMN BBEVP L WASHER FRAME BRACE .. II� FTtVIE BRACE i8-_ BOTH SIDES 1/2 % 1 1/4 A2125T 1/2 HWIX - - 1/2 % 1 1/4 A3257/ /2 RADIX x0i - 1/2 %1121/HV I 6 REQUIRED BY OECTION NOTED ON I WITH (21 M WASHERS WR6 IOYdES WDH (2) HT WASHERS CABLE GRIR // NO THE BUMIHC ERECTION DRAWINGS ( UNDER THE HEAD(ONE UNDER THE BOLT HEAD GBIE (NO WASHia REQUIRED) AND ONE UNDER THEONE NUT) 'AND ONE UNDER THE NO) • GaDHW/RAPIER RANGES OMITTED RAFTER OR MUNIN FOR QMRY. CABLE/ROD BRACE DETAIL BR01 FRAME BRACE 1 BR17- FRAME BRACE - BR77P AA FOR IMA55 MRLINS / GDTTS AA RUSH I AA FULL BAY PURLw NPPER END TERUWATIDN) EDGE 20NE PURUN ... CLOSEST DEEOxESG� .' (LONER END TERMMTION) - — —J - _ �� 1 1/A A3AT/ NVN' NUT - (OUTSIDE QTENSION) ADDED PmN/GIRT BAY mm - STRUC111M FASWNER(S) ,1 - ENDWALL SETBACK/OTwmc I12X1 1/4 (OUTSIDE EXTENSION) (INSIDE EXTENSION) (2) PER CL-21 - -SUP ANGLE C pt-21 ADDED NRUN > EXTENSION) (INSIDE EXTENSION) _ EDGE ZONE Cm Q —C — — I EDGE 20NE CLIP ` CLQ �' -I _ - _ o 4) 1, KIN1/2 G RILT ASi3T/ ,k FLUSH - SEE NOTE GABLE ZEE BOGS-20.D (8• MRUNS) 95G6-20.D (93' PURUN9)� . 12G6-20.0 (12• PU ) /(-1 UYE-SiRUTJ SUPPORT �N0. — — — — - — — — a 3/v T INSIDE EXTENSIONS 2'-6• - a !/<• `SUPPORT CwWxEL '-- (2) 1/2 X 1 1/A'AT25tl- 3•• 2 1/2 •.�z) 1/z z 1 tfX Alzsr E295CA-IENGMP_ 1/2 HV1m NUT _ - STRUCNRAI FASTENERS) 1/2 1N1Df NOT . MY VARY #12%1 1/4 - MY VARY - SEE B501M (2) PER PURLIN SEE BS01M- - .. - ENDNALL RAPIER ,P NOTE: POSITION SUPPORT CHANNEL AS SHORN FOR.PROPER BOLT AUGNUEWL • ENDMALL RAFTER TYPICAL EDGE ZONE REINFORCEMENT ' - BR79 EDGE ZONE OR CORNER ZONE SUPPORT CHANNEL END TERMINATIONS BR80 EDGE- ZONE OR CORNER ZONE INSIDE 'CONNECTIONS BR81A EDGE LONE OR CORNER ZONE -WITH GABLE ZEE BR81W C G ION RNG SFM N�OF BA VIEW. OF INSIDE EXTENSION (LONGSRAN m ROOF) - - U41DE --SION IS 2'-6• (LEND SPIN N ROOF) - BA BA OUTSIDE EXTENSION (LONOSPAN M REEF) BA R.U. BAY PURUN - - - - - . - LONG SPAN O ROOF PANEL _ ADDED PURtM — _ _ — - S 2-6 (W DE EXTENSION) ([INSIDE EXTENSION) FULL BAY PURUN AD IRT PURLIN/G- . — 1/2,HVHX'NUTA325T/ - EDGE ZONE. OUR - - . - 1/2 X 1 -1/4 A325T/. HVHX NUT " . I IA - SUPPOITT CHANNEL SUPPORT CNAMIEL ., - -' •. . EZ95C4—LENGIHI Q95G—LENGTHP— RRxp MRGE..• T4bP5S SrCDXryOi 10wC eNFr IXRRiL.LyGtD MT REQ440 •. e,IX ( In Ml6 ,I , , N'PED FOR wRa; 1I RQANSS ,n 1/T.U2eT MT LoWD - MM WRD r01IX,6 , wTa NIX) I11 . 1 . 1 1 1 X 1 YZ , + 1 T 1 1 1. M 14 ; X 1 AM IY211 1• T 1 I T 11 Z 1 i 1 1 1 W 1 T 1 R11♦ i 11 1 1 /.Y 1- T 1 1• T la 1 R 1 Mt 1 T 'Y2 X 11. T 1? R ; AM 1 1 1 .0 T 1• 1 q4gANON 1 R i 1 T , 1, > 1/T +e "EMI a110, o"u, GIDS FOR RdW'RTNPOQNI 14 A _ - - _- - 1/2 X 1 1/4 M25T/ WRHM SUPPORT (5lANND, - , _ - _ � NUT M. Q93Ch� LENCTI_ NRC CaLCECOWIERION CUP_ ENDWALL RAFTER/CCLUYN - do ,o Tow. ,IuoocsS uPPrD vwlws xcaRs ,r[ IrsF or aclnm xX�,m uvs . . SECTION"A—X' .. _ .SEE BRBIAB% - - EDGE -ZONE SUPPORT CHANNEL INTERMEDIATE CONNECTIONS BR81 EDGE ZONE OR CORNER ZONE INSIDE CONNECTIONS BR81Y- BOLT REQUIREMENTS FOR SECONDARY FRAMING CONNECTIONS BS01 • _ _ _- - (LONG SPAN m ROOF) BA INSIDE EXTENSION S 2'-6• AA AT ILI NRS _ .. AA - -.. PURLINS KAIw i -ZT 2 2 6 ' 2 X I I�4,TA325T/ PURUN .. ... - ' _ .. WOOD BLOCK oPA �Xo� XXm - 1 - r NOTCH 2'."NOTCH' .. RIGID RRANE - - .. FOR ANGERROOE OR_ 2 1/2• - - - PURLIN SPACING WEB RENCt[HT _ 1 11M4. 1/4•- - _ - ` wirNit. - `/2'HWIX NVI'�R.AST/ ROPTION PURLIN SPACING a r - RAFTE1) 1 X 1 1 A A3 T/ /2 HVHX NUT - AND (1) I/M 3/16 M49 DE —- Straight pwfw an a mcmvly Zw aWolfom now a Mwol tends to. roll out of Warn - _ .. - - " `SEE VARY one ee14al 1XWiionlo%. T1Va mwt M coirMM by torciN IMurtinA .Pinto MW Plane r10 - - - oapocing. Woos hloctirq iW iec toIt HI m ow nWUgd to 'PaNI tlm. Typical c tmt, ion of'.00d doRN'vlq u sMWn a6ma. A 2 X 6 mialmwn IXiard aBe anolrM M _. 'uaeLL Refer -to lM arms aealion 1Tomng eraW'vlga that--parik0 tM M9d4y to delernim - - tM ,or. a11. aM apaa^ U.. tM pWin Ibrpe aM cut notall it 6dwd' oxordingy. - PvrLn FReekirw _ .. r - : .. :. - .. Belot 6Xtau)ng UIW rod pvnW and. filaVlutim b. avlvm mot tM Wry an rtrayM RIM of 90 to tM Laps of umt real, uw Woos do*kv to assw Witt Wem olig m B odjuatmant roMoe. Rart Wilt ate rPW al lomparmy 6locea9 i1 UN'pMer al un'MF. Uw oaeil'wct roe -: ... of 61ocN.irp H neseed to momtoie aUogM WrGv. b sMNinq propramw to �ilhw me pmlel .. - ' .. .: -. �' - - WNIt al Uv bloclwq.A slwU told tM'pud'We w oggrmonl Nlo.'vp IM deck'vq to M renWlad. - -. - .. - - .: •. - Naw docNnq to rwrt taF as Ins meelion pragrmw. PURLIN BLOCKING - - - - STANDARD PURLIN LAP - RF01 - - - - AA BYPASS CONDITION - AA - - - - TxLXFGa1LM!o ®IXILL - - _ wwavwwssauueues - • aX1X@®1WN66FWIOYFD .. mrawxwArnwA . _ _ .. wmmsxmRs2As --NUI rUKGUNbIKUGPION'" NaNm�.RP . .. MR. HALL - DRANINGSTAWS: - - FOR PERMITS ONLY - - ST. LOGE COUNTY. FL SOFTWARE VERSIONS DESIGN:392 BIM:17D AMERICAN BUII.DINGS .. MCHARD K DAVIS CONSTRUCTION CORP' JOB NUMBER SHEET: " GR DATE O RELEASE/REVISION DN/N:I CKD: ENGR DATEAST W 11W/12 1 / L�99O1 SED-003 MBMp - - - 7X r 12� - . 3751 CAPAGGY ROD" SLOPE LESS M OR EQUAL TOMAN 4:I2 aO1 CAPACTIY Rp0" SLOPE GREATER MAN 4:12. BLR LESS TAW alz SA I PI SNNEL PIPE YODEL I SEE AL50 (SH1YA) (Sxlswa 1 a112 STIELOO DRRJ) I S/r. ROD HANGER DROROTE' GREATER MAN SEE ALSO AAIU (<SN, I1gAAT CADDY PURLIN CLAMP MODEL 315 IS AVAILABLE - WARNING VIA THE MANUFACTURER'S WEB SITE: W W W.P. rICO.COm - ME HANGER G1PAIDIICS !WONN ON THE AYONN EInBUADMGS MURRAY DETAu REPRESENT THE NA%IYW ALLONABLE SINGLE HANGING LOAD THAT A TYPKAL PURIJN CAR SKELY wPPORT UMDER - THE BEST OF OROTYBTANCES DING ME PARIICULAR HANGER DEVICE SHONN N THE DETAIL .. .' - - - MANY FACTORS BEYOND ME CONTROL OF ME METAL BUILDNG WMER AFFEGT THE ABILITY OF A PURUN TO SAFD.Y wPPDRT HANGING LOADS COVIRKM WITH OTHER REQU o ROOF - LOADS. DUE TO THE VARIASUM D VEO IN HANGING LOADS AND MEW AITAOfYEMS TO ME PUTODS. THE YELL PURONS FORA -. SAMMY X—PRESS SWIVEL PIPE HANGER MODEL PARTICULAR BDznINIG PROJECT CAN s V SUPPORT ME w H ALLG,ABIE HANGING LOWS - SXP 35, SAMMY X—PRESS. SIDEWINDER PIPE HANGER IN COMBINATION WITH DINER ROOF LOADS MODEL SWXP 35, AND INSTALLATION. TOOLS ARE R 6 ME RESPONS®ARY OF THE HANGER SYSIEY P6T4JLR To cooRODNAiE WITH THE MGMEER OF RECORD'FOR ME OVERALL PROJECT TO ENSURE A SAFE HANGING. LSD INSTALUTgN. ME AVAILABLE VIA THE MANUFACTURER'S WEB SITE: -. WAIL BUILDMG ENGINEER IS NOT THE ENGAIEER OF RECORD FOR THE OVERALL PROJECT. NITHOIT SPEOM CERTITTCATIOx. FOR INOWOUAL NTERECIS HANGING LOADS. THE T Of APPLIED _ - HANGER LOADS INSTALLED ON A AARI411Wt PURUN MALL NOT EMCEED THE NET ERECTS O" ME CERMTEO UNPORYLY APPLIED DES CDWIERAL LOAD.. SEE SHEET ABC -I. www.sammysuperscrew.com/sammyxpress.htm NOTE. L P UIDM LIP YVSf NOT BE DS,ORIED. HANGER DETAIL AT PURLINS SH12A HANGER DETAIL AT PURLINS - SH13 WEBSITES FOR PREAPPROVED HANGER DEVICES SH14 HANGER CAPACITIES WARNING - - SH 16- SNNEL PPE HANGER FOR SLOPES LF55 THAN 8:12 1 NIA ROOF SIf1PE5 GREATER THAN OR EOM TOB:li 1 .RA AA - _ AA . NOTE: OTHER METHODS OF `ATTACHINGHANGING- LOADS, NOT DEPICTED- ON DETAILS SH01', SH02, SH03, SH1.1, SH12, NAND SH13,ARE GENERALLY' PERMITTED. _ - - - - ONlINR0MWN45NAHNOND - - - . - AxDmLvxvrsFHxa - - . _ - - PVArENmunHxrmm "NOT FOR CONSTRUCTION**" N . - - - MR. HALL .. DRAWING STATUS FOR PERMITS ONLY - - ST. LUCIE COUNTY. FL SOFIWAREVERSIONS DESIGM392 BIM:1T0 ANLRICAN BUII.DING$ RICHARD K DAVIS CONSTRUCTION CORP JOB NUMBER - SHEET: - ' O RELEASE REVISION OWN:ICKD: ENGR DATE O RELEASE/REVISION OWN:/CKD: ENGR DATE - - - 11749904 - SED-016 MBMFh.. - PLANS FOR PERMIT CRMIDL JHW T1FF/12 - - - - - ii n ypI CNNII YIYY YNJIbbb NNbb I,I.Iwu NNN W I I I YN ELL, LEE EF? tlailS�-S LYB��'!YY n.6s6N..ry—S —NNN NNNNYI VI ON Y 4010,109000 NN010I1• 51 � 55 i .fig NS° n S F� g Sell, Imp win;n i n I ° ;gvw iN . I t21 �$ i C, C 6 F56 sIJM TFOS� N PLACE,OF TTEC- AT MULE M M M IY OVERHANG STRUT EXTENSION. •MNTWE EAVE FW1✓QiG PTO OVERHANG I TES) R1R11 I I END fJE KALL 11AR1 FAfi1ENER(5) . BEAN II 112X1 1/A OVERHANG FAYE 12XI O.C. STRUT DREN9E M n I BLND RIVET 2(0 R O C. u i I wT J GNOPY STRUT, I ALP, UP. ORWMLS . bn w I D 22 PURLN EXIENSIOHJI V - - $Oiilf PANEL .. I HALL MN FASTENERS) SO" BASHING BLIND RIVET /12X1 1/4 FLg1 , 1(B RNEI 1'-0. O.C. eAmF do IArncH T eonau e< PORLNs) _...___� ..,.._..•_,_, STANDPI LOC G LOC -NOTES: LOIISIDE SHOM HI DE 9Vo1AR. /12X1 j�F lFF 1•-0. O.C. LDNGSPAN O ROOF PANEL AND ii OET NOT SNDNN FOR CLARITY OVEDOEf✓SKK! SEE PANEL SPECIFIC DEIARS lIM1 BULONG fIRO1H VARIES) CANOPY NON EMEND FIASIIRIG h-BELO 1101tK AS REOUNED TO CREATE ENIXYPS. 1DIE; ROOF PM NOT $NOUN FOR CI SEE PANEL SPECFIC DETXLS UNER V. - - -0' O.C. TYPK2h ROOF FRAMING PLAN AT ENDWALL OVERHANG SF50 SECTION AT ENDWALL OVERHANG -EAVE (W1 SHEETED SW SF51 DETAIL AT RIDGE ROOF LINER SOFFIT 5F11 AA ImxFF .wR PANELS / Nnrour BDERALL QWRHANI BA - JA - (DONrwwnox a lAw GVE Fwc FRou IVI4V momRRH 6Hvo EEIFD ERALL) - - .. FRANE MTOXK VARFS FSOR RAKE NDDRALL _ .. ' ROOF PANEL AND AIIR9IEM - PURLI! NOT $HORN FOR QARID PURLN/PURLN EaTEN40N PURUN/PURLN EXIEN Rom - BALL 11NN FASTENER(5) . - .. UX SFA4 SHAY IDC MANDOIG O I _ ME _f FOORR •. •.• MRLN N R NO.) w-! 9'1/2• PURPN$ .. GA-5 (IV - . LONG SPAN II - URF )FF - - -, I - BOGS-M.D 9• PUfdf15 - 5555TTTTRUCNPP1µ1/�L FASIENER(5) ,. 93C6-20.0 9 1/Y PURUNs /i2; I_- 12G6-Z0.0 (IV PURlAS PA 2) PER DRIN FIA51RNc . Iur R2S-B (B• Pr . UP SOIFAI PANEL SLAT - wT (9 1/2• BIRIDS AW . SIRIX:TURAL FA5IENER(S)' •$OBIT PANELS WY REOURtE FffiD TRlffi G i 1/s 112 1 FLZS-t2 (1Y (2) PER PURIIN MWTIT PANEL BALL LIAN FISIENNER9J BOND ANIXF /12X1 1/4 1/6 RIVET - GA-2 BIND RIVET 1--O O.C. 1'-1V O.C. .. - 1/6 HALL YNN F, IAS AMR)) 1'-0- 0.11 ,r-v O.C. 6UT1I-UNGTli SECTION AT ENDWALL OVERHANG RAKE - SF55 - - SOFFITFUN)IENGM OUTSIDE CLOSURE RRN L]P. W, OR AVP SDFSIT'PI s BA - - - (F REOUWEO) DTp1IALL PANEL - - - - - - - - - rtP¢NN.vNnLaN - _ .. MIRA1FSxFiMEHLrt ' NOT FOR CONSTRUCTION- MR. HALL DRAWING STATUS: FOR PERMITS ONLY ST. LUCIE COUNTY, FL SOFTWARE VERSIONS DESIGN:392 BIM: ITO AMMCAN BLTIIJ RICHARD K DAVIS CONSTRUCTION CORP JOB NUMBER: SHEET: OWN:/CKD: ENGR DATE O RELEASE/REVISION OWN, /CKD: ENGR DATE - . 11749901 SED-014 MCMR DRM)DL JHW 11/7/12 M-a3S T.1NaNNm�N1a�,H r>ucaanua®umro M NY351OX9a9dW xNlu>.mrriN3xtn mww�a9>mowMalmnHa LRtl. 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MSLNS) OSN 335 3>.roM .Z+.Z InpMIIL1 111OYdq /OS (YYSll6) OSM 335 L HOx IMHM (a316Y21:1 �sols ) •3MxY . z 1111Y AIIOVd'q /OOZ ("X3YI�1 L1 3 3dO15 lO 100,) •3MNr .2+..L 1n(Nllla Aa0YdV3 G • ROOF FASTENERS SPECIAL CONMTON FASTENERS 1 D~ f1Q)BAI 91 L9YG Mp 1ftl WS �I�q• LiI XiABNR 9A PfVG ML• aBP 1fW RV Yi1MC FII®151(d Mp Mp YY6 O /IEN`Im1/• 9MIB WO .6 % 31 1/4 SPIV FNIM1 f4WtlYt Ylllf RLWR VYa. NYM1 00 PI lNl 11LLT IINS �® IP0® AFH6AI® IW 91aC. faS1P06 Iwr NO o[-raA•n fNea1 Aro a-roeXn wL roF aI/PAoO m IIRA6 mx m.n oo .rO rAPv>m PBLr m mu'wt m.¢Ias AB3 NMBGRPE ro ODv+O RET a . sw roX rLsc ATq•ANI. ro mncnEa cmA[nRls MLT-CW.ro aPIF �O. NYIriL4 MLP-CWIro NT IYF ✓� urL.FM va-noa Awn IIR a 1 IA m• !» tr® IN PBIFN FAAICY 1Rm la M.m IP. FIIIOI naBB fpI IWi a 1(p p Ifelain u1� 1 .Nn II. SmW A SVOYD $pF pylG Ip tdU 1!N mm 4w> ms INIP (m(®1ln1T1s1 _ La - eyW PANEL mEwT. .TmN •.`•✓ YRDF^ XAYLP 2•-]0r PLE TA® ] IE. '-G(-S NxGM. w( 1M1N! 1aaa/M1aT LONG SPAN PA x. 20. & 9 GAGE AVARABLE) �ONG j/ 16 AR fMsEM1m¢m TAl lI cLLc+amPI.-mm WI . Irpm nOd a Im D 00K Nfla .® ia+ m asa1I SPANrPnPm Dw. )' Iuoy4f(L -caAvmC M YWE PO oa-rNma Ams YmPr-m0.mm 4VF otF. 0o. NO, 1nI In a.MD A®E® OVERLAPPING PoB� . IOSCELLwE0V1 FASTENERS RIm ,Icoam = MPA VA- urn Io s�+.naa PRE�C'EEoac� a i— � I� aaI �. � 7--'.\\ ERERNN OF THE LONG SPAN PANEL REONRES THAT THE PROPER ENREC OF ITS A➢PUGBON BE UADE THE DESIGN OF THE PANEL INCORPORATES A BEARING LEG INTO M LEADING EDGE F OFRO. Nv aIP _ gOV10E5 SUPPORT FOR TIE RIB OF THE NEXT PANEL PROPER MEAT 'I}IIINIIIIE- ®® rm. /Imr 'A FI.+ — _� � OF ME (R LE T) EGSF ON L IIVCf�6 BEARING LEG EG I11LLE51 FIELD aMMSTAMCCS DICTATE OTHEANISE.I A.LXMM OF PANELS CW PROCEED FROM ro/1 b6� �� AbX ro •Cl0 mRICN6 (BFAPoMG LEG GNEB EIMER LEFT TO RXM OR RKM TO LEFT AS LONG AS THE GKRUPRNG M S UPPED VIER AI PPoRT TO SIDDM) THE BEARING FUEL m...� NOTE; AL HIM HEAD SGEES SHALL REGWLE A 5/1V HEX SOCKET UNLEss NOTED. DET�1 ➢ET$ BASIC PARTS AND PIECES RC61 , PANEL MARKING AND SIDELAP DETAILS RC63 LONG SPAN ROOF BA � - ' LONG SPAN ' vRRPN rf�°N°m` a ors alvc .O. o XNrBMAV RammAc 2 - _ .. r MASONRY NHL . HALL PMIEL. . 1' FNFCRON NOTES: 1. AL AREAS MERE MASTC ISTO BE APPLIED SHOULD BE WED TVA! NITH A YRD SOFFR PANEL SORB SUPPORT ANGLE OE'IE0.CONI OR AN ALL PURPOSE CLEANER BEFORE IIASOC APPLLGTIG L DM NRL Fl2UD-LENGTH LONG SPAN O ENSURE A. GOOD SEALING SURFACE AIO OPROVE BEATHEA TGHI 6 PANEL TAPE IIASIC (TOP & BOTTOM 2. THE EIAMLCT wSIMTgN MNUFACTUREIL RECOWENDS THAT DO)BLE SIDED TAPE OF CLOSURE) BE. USED TO SENRE ME INSULXRON TO THE PAVE. THE METAL BURDNO SUPPLIER SOFFIT LINER PANEL WImS --1/2 TH 6 NOT RESPoN98LE FOR THE D KLABON OR ATTOLTWEM OF.THE 0 TOIL / (�1T1 AT RIB OF AODITONAL ATACHNENTS (BY OTHERS) MY BE REQUIRED. AW N:RO55. \\ PANEL MEN TO BE 1\ 3. ALL EXPOSED FASTENERS SHOULD PENETP.ATE THE SEALANT FOR THE MOST - HALL MAN FAS}ENER(SJ IB.OMPPEO) \ IYGl1ER 1X)(T CONNECTION IN ROOF AND NHL AREAS BHEPE MPUGBLE. - _ /12 X 1 1/4 \\\\\ - •. MEN FIELD CURING PANELS OR TRW DO NOT USE ABRKSNIE SANS OR OTHER 1'-O- O.C. SOFRT FLASHING CURING METODS NMCH PEKK)= HOT METAL PARODIES OR BURN THE CUT EDGES. RIM-LLNGTH IN90E CLOSURE THEY NE'THOOS HILL DAMAGE THE PAIRED AND GAUVA.UME FINISH AND VON) ANY RPO1�IFLASHING . . _ WARRANTIES. LSE DOABLE CUT 9PAIS. NIBBLERS OR OTHER CURING DEVICES •OUTSIDE CLOSURE BUNG RIVET ' 1INOI1 00 NOT. PRODUCE HOT METAL PARODIES OR BURNED EDGES, AM/A�/LW VIS RIVET - BLIND PIXET 1'-O' O.C. GVE. MRIWO ' 1/B RIVET V-0- O.C. . .. CLOSURES ARE REQUIRED NIIN ' Bb]MPRA THE PNELS 6 ROURMELY DONE TO mm PANEL(XNERAII BBB THE bTIELUNO LEMGM mIs LOW SPAN M ARCNITEmm B Y PoB NHL PANELS 6 DONE NON TE LIST ROOF PANEL I STALED. THE PANEL MY BE BAOOMPED 1' OR T AS REWRED. - (SEE PANEL S (SEE PANEL SPECPO DETARS) TO WYPLLTE PANEL NVERAGE. MEN BrDOMRNG PANELS. MSTC WST BE APflm BONBON THE TRO PANELS H THE LIVE AID A PHEL OOlAP6 AS SIOBN PANEL BACKLAPPING 1 RC75 ERECTION NOTES RC9I TRIM DETAIL AT MASONRY WALL TO SOFFIT SF17A DETAIL AT (SIDEWALL) WALL PANEL TO SOFFIT SFJ 7B LONG SPAN 0 ROOFS BA LONG SPAN BA JA AT ALL W/ SOFFIT LINER PANELS JA " - - T16 a461PIDAVtSS'W14 DBw1aMOR RUAmus '. OXIMENWMY361YJ101m " . TTINAU11YfACiYm AxnomrmRSTu * NOT FOR CONSTRUCTION" - MR. HALL _ DRAWING STATUS: FOR PERMITS ONLY ST. LUCIE COUNTY. FL SOFTWARE VERSIONS DESIGN :3R2 BIM: 17D AMMCAN BUUMINGS RICHARD V DAVIS CONSTRUCTION CORP JOB NUMBM SHEET: O RELEASE/REVISION OWN, /CKD: ENGR DATE O RELEASE/REVISION OWN:ICKD: ENGR DATE 11749901 SED-011 McMw 10 PLANS FOR PERMIT CRM/DL JHW TTR/T2 RAKE SUPPORT ANGLE I I/.• W. I ROp[ SITICII FASTENERS) rROOG WYN GASIENER(6) ^ ^^u 6EE DETM. RS4-1 BIND WVE15 t/B RNEf /1. % S/. 1'-6' O.G (SEE NOTE) I /13 % 1 1// 1'-0' O.C. YAIOR Na ROOF PANEL (�T). IY♦ I UNNERSµ RARE TRW WE FIASWNG Id ` TYPILI FASTENER I.YDL: AT WIERYiRI.TF 0.PD RK FRIDGE ROOT YYN EASEENER S) �12 %6, S/• \ \ APRY URETHAN[ CA1AlL �%.e ROW $RICH FA$}ENER(S) DIE FORMED RIDGE NAN FA5TENER(S) L3OFR - ( PER PANEL �12%1 1,. C \ \ 8[A0� IA][. 6 DE./SEE%N3/GTE)• (%Dr m PASs l/6f0T.dI AVDNJ \ - LOGTE T-6. O.C. FOR FIRST -1/221. TAPE MASTIC \\ \ SS'1� FRO�TUIONS FOR ICE AND ➢ET66._d - 1/2 TY \ \ \ \ (M. AT SIDELIPS) \ \ ROOF YNN FA NER(S) 112 X 1 1/4 ROOF PANEL \ \ SEE DETML 'A• - lOµN�SPAN It — — — — — — \ MAJOR RIB P 0. 211 ANGLE °� \ \ \ F crrxrR ..YXrt AT .ec RI AM1 Nxalsm UPE IC PURUN (1) PER PVNLN \ \ F 5XNER(S) ROOF PA El /2 TY 1/2 GABLE ZEE \ \ \ \ RACE AP ,ROOF%WSN SEE DETAL 'A• MP.) \ YA,pR RIB ROLE RIRWH HALL PANEL NOT SHOYN \ PART 'A' - SIRUCIURIL iASfExER(S) FOR CWUIT PANE EMWAP \ " 12 % 1 1 . TREC IYPNlit FOMNER AT TAW ( PER 0.- 1 - I'm •B' LAYOUT RAKE DETAIL RA05 UNIVERSAL RAKE ENDCAP INSTALLATION RA70 FASTENER LAYOUT RCOS RIDGE DETAIL RC31 E%PANOED NEw Or RAID: CONNECTOR / LONG VAN InPoor BA LER H1AND SNO6N - AA LONG SPAN 0 ROW I BA LONG SPAN m ROOF w/DIE f0f01Ep RODE BA ' I—' W3TIG LONG SPAN RI P.WEL � ROOF WN FASIEAER(S) MPI � p2%1 1/.- 1'-P O.C. LONG SPAN Y PM'EL� ROOF NAN FASTENER(S) MP) /li%1 1/4 R• YWIYUY ' - - -^.�{%� �ROUF MNN FASTENER(S)' .- /12 % 1 t/. 1/2• TV ROOF TRW FASTENER($) r /1, XER PANEL 3/4 NOTE: xO�T ESHOBOSURE x MR Nooi TRW: FASTEHER(S% #1.IL SORE Y O. (UIREB'OINERII6E NOTED) UPPER ROOD Fl PIECE 7 ) I � OF RIB PORUN GBLE ZEE -S I ENDMLL RAFTER FIRST RUN W PANELS 6 READY BEGN LRIN WE GVE PANEL. BE NHE M IN THE O/ENIAPPNG NIB EVEN THE END W E D OF PANEL 11DN WE CENSER LONE OK. ME FIRST FS. PURLIN W 1NE PURUNS IRRM NOTED dGFEItENiLT ON ME 6U¢DINE ERECTION D . EXTEND ME TONER U UT FRO.W END POST TIE A STRING TINE EXTENDED OUT FROM THE GVE STRUT . LTF.L NEIP NEEP TTE LINE ARAGNI . LONER END Of THE PMiEL ENOUGH TO KNOW THE - PAPER BIdOxG FROM A`PMXWATELY S FEET OF ME WSIIG HANG THE TOP Or THE INSIDE 0.05UIE AT THE ANNE. PUSH DONURE TO ON THE PANEL AT THE 10 INSURE THE GAGE ZEE THEPANELR 1ASTEN CLOSURE ANO. PANEL ADHIERE TO diH OTHER AND FASTEN TINE PANEL 1TRH ROOF ' 60G6-20.0 (R• N1NUN5) FASTENERS AS S106t1 RSG6-zO.o R 1/2T PURUNS) FIRST PANEL INSTALLATION RC11 12G6-20.0 12' PURLVS) LONG SPAR M ROOF PANELS BA EAVE STRUT TAPE Y 3/. TY ROW FLA5IRNG I IDNEA RO( •A• BACKUP FIA41P1G J RB-IO.p 'RELD CUT TO LENGTH 'L72 M DETAIS RNIX/aUGH SIDE aV; 1.. ROTA r LAP HOLES MUST BE DrIEID MVOR M APPLYING YASTK4 _ TEYPORARAY W PIECE 'D• OVER PECE -A•. PRE-DMLL THE. REQUIRED NUNBER OF 1/4•. HOLES MRDUGH BOTH 'A• k •B• PEMS OF ROOF FVSN= BIT NOT BACKUP M NG. AIDE PIECE 'B' DICK AND APPLY TARE NASTK. AND BAL%UP FLASHING ON PIECE •A• AS SHONFL TAP PECE ' OIER PIECE •A• TD NdiS. PSfM1 ROW GASTExERS AS SHpY. WNINUE PROCESS ALONG ROOF COMMON. SECTION THROUGH ROOF FLASHING LAP RC35A M MF FORNEO RIDGEMSTMIATNW DE PERIOD RIDGE UDFR_ d[ TINTED RODE PMELS AS FACH1 SUE W THE Po)W SHEA \ AD N S F ME R BOTH SIDES T PANELS RUN OF EA SDE OF WE ROOF. � WISTIC TO ME PMELS5 SNDxN ROOF SBICII FASIFNDV(S) AT LEFT. SET DIE FORMED REM PANEL N PLIM AND NSTALL LAP AND PURLW FASTENERS. 114 % 3/4 \ APPLY UASTC ALONG WE TOP OF THE LEADING RIB TO PREPARE FOR ME NEXT SOELAP. DIE FORMED RIDGE SHOULD NOT BE USED ON BNLD=S NTTH ROOF PINES GREATER MAW 75- RIDE. TAPE LLASTIC ' N0F[Ma+YNd FRI. IHVYIO. I N IR M LRi Yo YPIi W IOf fNR P VIHt40D VCW4cin( 0.SClUOII imrolXi v FY[L LONG SPAN Y PANEL WE PURLIN _ SEEBUILDING THE VwmcTY i� ouiENADO 0. DIE FORMED RIDGE INSTALLATION RC30 LONG SPAN E ROOF PANELS BA ME LONG SPAN R ROOF PANELS HAVE BEEN DESGNED SO TOUT BOTH SMS OF A GBLID BURDUNG I " CAi BE WELTED SMULTMEDUSLY.. U THE ROOF OF THE BURDNG I MWETRIGL ABOUT TIE I FASTENS S MOGE. ME SHEETING CAN BOON AT OTHER ENdTALL NONEVER. E ME BURDING I NOT R() . SYMMETRICAL ABOUT THE RIDGE OR I ME BUILDING IS SxOLE SLOPED FROM TILE CAVE TO EAVE. IN ME SIEEING NVST BEGIN AT ME ENITNAL NDKATEO ON THE BULOM ERECTOx DGTDNCS. SCFKML ROOF FLASHING ALL FTAS16 EXPOSED TO ROOF CONd1d6 REOVIRE A FASTENER LOOTED 2 1/r FROM THE EDGE OF THE UPPER FLASHING AS S ABWE. M ENSURE A POWIVE SEAL AT ENOLWS WM BARD FASTENER SPACNG-FOR HASHING CONNECDOtN, IYPN'ALLY 6. O.C„ NAT RESULT N FASTENER SPADING AT ENUTAPS UMEDNC ME 2 1/r. ADD FASTENERS OR REDUCE SPACAD AS REOURLED AT ENp VINE! SDENALL EXPOSED ROOF FLASHING FASTENER REQUIREMENT RC35W I DIRECTION OF ROOF PANEL ERECTION 1 RC64 AA LONG SPAN Y ROOFS I SA HALL DRAWING STATUS: FOR PERMITS ONLY K 11749901 raFFLUdmFxNmwM FN+MEIXVMOY RMMG6 DNTFRRPWwMcvNFXNPrm IirrxLAuxuFAwAA NmaXsxmRRTM WwlmFrraRlRn EFM F O ®N VONY N" IIFR�dMSWL G ANIMCAN BUDDING: 10 MBM1. M J (INNS CATION STRUCTURAL FASTENER(S) 2XI O.C. TAPE NASTIC 1/2 W (NOTE NASIIC LOCATION) EAVE CLOSURE FLASHING BOND RNET(S) Ilicwm I (BY OTHERS) •. TAPE NASTIC LASHING AA101XIYD TAPE MASTIC EAVE SUPPORT FLASHING 1/2 TY (NOTE YASTC LOCATION) STRUCURAL FASTENER(S) 1/2 TM� (NOTE MASTIC LOCATION) TFSE i12%I 1 4" wSUUIT10N (BY OTHERS) I'-0' tAPE MASTT EAVE CLOSURE 1/2 TM EAVE CLOSURE FLASHING - FOE- �� .. FASTENERS) t ( MASK LOCATION).. TFOS_ STRUCTURAL FASTENER(S) 4- R%1 1 P f''W . EAVE CLOSURE FLASHING O.E. BLIND RNET(S) 1/8 RNET FASTENERS) TFOL CAVE SUPPORT FLASHING BLIND/RI MTVIWALLL OVERHANG CEE _ TINY FASIENM(S) •l FLASHNGFSJ1-LENGTH T OVERHANG CEE "J' FLLi16NG MI -LENGTH SEE APPPOPRMIE OVERHANG DETAIL PRIOR TO THE INSTALUIKw OF THE FIRST ROOF PANEL THE SIDEWALL FLASHING AND ENDNALL PRIOR TO THE INSTALLATION OF THE FIRST ROOF PANEL THE SIDEWALL FLASHING AND ENONALL NSIDNC/SHEflING SHOULD HAVE BEEN COMPLETED AND ME ROOF INSULATION STAGED. START WALL TRIM FAS7ENER(5) FLASHING/51EERNG SHOULD HAVE BEEN COMPLETED AND THE ROOF INSULATION STARTED. STARE A LINE OF 3/4' % 3/16' TAPE NASIp DOWN THE EAVES AS SHOWN ABOVE LEAVE THE PMER A LINE OF 1/2• X 1/8' TAPE MASTIC DONN THE EAVES AS SHOWN ABOVE. LEAVE THE PAPER HILL MAN FASIENER(S) EAVE STRUT BACKING ON THE TAPE UNTIL THE ROOF PANEL IS READY TO BE SECURED.. •J L1ASF0NG BACKING ON THE TAPE UNTIL THE ROOF PANELS READ! TO BE SECURED. FSJI-LENGTH •.r FLASFDrG - MASTIC AND INSULATION APPLICATION.AT EAVE EA28 - SEE APPROPRIATE OVERHANG DETAIL - MASTIC AND INSULATION APPLICATION AT LOW EAVE E028 LONG SPAN XI ROOF LATH -OPEN SDENALL BO - LNTM SOFFSFO R SF03M LONG SPAN IN ROOF PANELS WON OVERWWG BO .. - (NTX SOEFTI -HE UPOSED TO ROOF CONDITIONS- - 9A[n PA(WIIIA! FASTENER AND WASHER OR OMER UEMS (BY OTHERS) 1. ROOF FLASHING LAPS SHAL BE SEALED WON 3/4 X 3/16 TAPE MASTIC 4. VALLEY GUTTER LAPS SHALL BE SEALED NIM 2 X 3/16 TAPE MSHALL MY AND S- - Ftb AD ALES WY BE USED TO ATTACH 06SHING (ATTACH EAVE 0.0NOTE BE TER WE 1TITf1 /14 ROOF FASTENERS T ON CENTER OUPHMY WTTL VARY -HRH .. N ,FLASHING S ATTACHED) . NOTE: - 2. FIELD CUT FEB-IDOL FEB; A R/S10NC TO REINFORCE FLASHING BOARDS AND GUTTER SYE - _ - - ROOF PANEL _ FOLD ITSELF FOR CO BNEL ION TASTIC.ICLOS. INSTALL FEB M sHOHN: w CONNECTION OETARS (wWARp) a - - - _ , TNE FOR COMPRESSION AN MFSJIC, CLOSURES AND SUPPORT MEMBERS:.: S. PREDRILL 1/4••UHOLES AT UPPER MO LOWER NSNMC FOR /14 FASTENERS. ,� - _ r - — ROOF PA - FAR �T HOT DO NOT PREOHILL FEB BACKUP FLASHING. CLARET EXTRA CARE SHOULD BE TAKEN: - - I - TGTI L � � — � EXPOSED TO THE NEATHR DO NOT EXTEND FES INTO THE'YASTIC -- 6: MR ROOF FLASHING LAPS NOT SHOWN IN DEIARS. THAT ME EXPOSED TO ROOF INSIRATDN DO NOT EXTEND FEB BEYOND THE BUILDING ENVELOPE ' CONDITIONS. USE THE FOLLOIDNG AS GUIDE - lI� III LAVE CLOSURE FLASHING I -III TFEC • REINFORCE THE TOP SIDE OF ALL FLASHING END TRANSDONS EXOOSED TO FEB MENDED BEYOND THE BUILDING ENVELOPE INIERUPTS THE ROOF CONDRONS USING /14 ROOF FASTENERS, Y ON CENTER THROUGH 1 - GASKET CREATED BY THE CONTINUOUS YASBC APPUCATpN. - YFSTIC AND FIELD CUT FEB-10.0 (M SPACE ALLOWS) ".Q., ADJUST FEUD -CUT FEB LENGTHS AS REQUIRED. _ I'• - , - - EAVE STRUT FLASHPOG LAPS NOT SHOWN AND NOT EXPOSED 70 ROOF CONDITONS " \ EAVE SUPPORT I 3. STANDARD FASTENER SPACING AS SHORN ON CONIECTON DETAILS WILL TEED TO T. FOR FLASHING UPS NOT SHOWN AND NOT E%POSEO TO ROOF CONDITIONS. USE THE \\ \ i5E-1 OR HANG TFSE - I DOUBLE SIDED TAPE (BY OTHERS) VARY TO ENSURE A COMPLETE GASKET SEAL a SOME LOCATIONS. \ TO BE USED TO SECURE OTHERS) fO LORNG AS A GLIDE MALL PANEL INCLUDING (BUT NOT WARD TO) THE iOLLANwG. \ I I _ • USE I/B INCH BLIND RPFETS 3- CHI CENTER OR ' • DECREASE STITCH FASTENER SPACING FROM V O.C. TO 3• O.C. AT FLASHINGBLIND RNEf FLASHING - _ TRIM INSULATION AND LAPS AND TRAIYIpNS - - 1/8 RNET TURN VINYL (LACK. INSUUTKIN EXAMPLES: A91UX: RIDGE FlTO RAKE -GENERAL RFONRFYIFNfS _ � - MUST NOT BE EXPOSED TO NMHER - RIP RASMNG 10 TRCZ AT LAVE_ ,Iy( - RIDGE CM TO PEAK BOX B. ALL_FLASHING UPS SWJL BE TN0 INCHES. _ � ¢ I 1/4'a URETHANE CWLK - • AT AL EXPOSED ROOF FIASIDJGS ENDIAPS INSTALL A STITCH FASTENER' _ - .. - GIS - - THROUGH THE UPPER FLASHING 2. 1/T FROM THE ENDLM. - FLASHING LAPS AND TRANSITIONS - GENERAL REQUIREMENTS FLO6 - STANDARD GUTTER (SEE DEIA. Nc:sSRN) FL09 SUGGESTED INSULATION ATTACHMENTS AT EAVE IN01 . •. AA _ AA AA fi ELD CDT OF ROOF k NALL'PMELS /\ ROOF'TRIJI FASIENER(S RAKE FLASHING - - TAPE NASTIC BACKUP FLASHING ONITTED FOR CLMIIY. \ \ CURER ENDFiv /16%3/4 - _ .. - - 1/2 TY FEB-10.0 (3) REQUIRED - - RI � ENTICAP DIE -FORMED RIDGE 33/4 Y45fp > ALIGN WITHFAVE MA. L30FIZ TABLE. ZEE CORNER CAP BOX C-. - - RAKE FLA4HUN; GUTTER _ \ I TTA/P4ENASTIC \ \ f f RAM CAP URETHANE C ms �)) \ 1/4 a DEAD URETHANE - - T f T TRCL (12 1/8 RNEI �- - 1 I RAKE SUPPORT FLASHING - BUILDING CORNER-/ BURDIiNG CORNER - -' (BEE NOTES) (10 �REPD. PER (SEE NOTES) .. NOTES CAP BO%) \.\ ((1112 REWIRED) 1. START AND SRIVETTOP GUTTER AND RAKE FLI AND ALIGN PITH0 NO 1/8.RNET 1/4' URETHANE CAUL% \ �. _ EDGAT E OFINWALL PM� AT CORNERS OUTSDE TS _ 2. THE FIRST 10 FEET OF THE RAKE FROM THE CORNER - - RUOF 1R01 iASENER(S) ��WALL TRAY igSTENEB(S) SHOULD BE TEMPORARILY ATTACHED TO ALLON ADIUSTYENT A96ID SPA y°° q^g1M� RAL - RAKE SUPPORT FL/ta X 3/4 //f4 X 3/{ w1EN INSTALLING THE CORNER BOXES PERYMENTLY ATTACH awa 4NP I•IAAf. •CWL - RSF-1 (9 REDO.) - (].REO'D.) THE RAKE AFTER COINER AXES ARE YVSTNAED. �=A•'RI mrn RAKE CAP INSTALLATION RA03 CORNER CAP BOX INSTALLATION 1 RA04W LONG SPAN IT ROOF W/DE FORMED RIDGE I BA LONG SPAN N ROOFS (UNIVERSAL RAKE) I AA - • ;;wr ontREF. DETAILS ROZBA R RO6MxaaVNrtCT -. MP- HALL ST. LUCIE COUNTY. FL - RICHARD K DAMS CONSTRUCTION CORP ` ONLY SEDSED-pO9�ir i 11749901 MAINTAIN AT ALL TiSE(T7 FWORT FLASHING ROOF PANEL TTPES 1 1 t/ I I — -i 1 1/4 — — _{ ENOIFAG. GWT "o COLVYN -- EAVE CLOSURE FLASHING — — — 1FEC (B•. EWE STRUT) ROOF PANEL CLG-U3 MOD FRAUE iFOS4 (9 1/2• EAVE STRUT) SEE PURL SPECD'IC DETAILS 5yT12Y1 1/2 11 1 1/4 A325T I CORNER COLUUN �� .MAIL COLUMN 1 4FASTENER(S) WALL 7 - 1/2 1M¢ NUf 1`ASTENER .. 1•-O O.C. EAVE STRUT 1/2, LAG eoLr '� F YSEICRNG ) o FINSHEO FLOOR 1 1/V MI FASTENERS f •• 2.-0- O.C. (BY OTHERS) GRADE LEVEL STANDARD U CUP (WELDED.TO WLUMN) ~ W/ e�OND1�BE - (W OTHERS) 1 1/2' YDi. DaHORR-FLA9m10 (RAT D�THERSS)) FCR-LENGTH FASTENER (Gr OTHERS) FOUNDATION MA02 EAVE DETAIL W/ 8" NOMINAL MASONRY WALL MA04 PLAN AT CORNER MA21A MASONRY APPLIOURON5 SECTIONS AT MASONRY SIDENALL I AA MASONRY AFPLIGTIDNS SIDEMALL DETAILS I AA MASONRY SIDE WALL AA UHmiOawluM RALAIxw PYIIRYtlUW V66 WP➢10 .. ' BNINEWMIFICIYRR M10 W6XR4A'f/A PB�.TINEIPOAII " "NOT FOR CONSTRUCTION" MR. HALL DRAWING STATUS: FOR PERMITS ONLY ST. LUCIE COUNTY. FL - _ SOFTWARE VERSIONS DESIGN:392 BIM: 17D AMMCAN BLInDINGS . RICWIRO K DAMS CONSTRUCTION CORP JOB NUMBER: SHEET: DWN:/CKD: ENGR DATE 11749901 SED-007 MBMR EAVE SUPPORT FLASHING - ) 1//. a aTrc u+T.c TAPE MASTIC (CRNDNUOUS EAVE CLOSURE BASHING ®' TLSE NOR: REVHETT FAVE 1RRT DETAILS a RRs w 4mc a W W 46 AT PANEL AUELAPS) TFFCt 1 IF FIANCE BACK GUTTER IS TO BE 1/2 TY ��\\ — USEDOPTIONCHANGESROOF FASTENER(S) 1/4 _ _ ' I/r. LOOCAATIOON OF ME ME MASTIC ME , _ PANEL G R R PoB S-�GO.rUfTERCGCBUP — �ROOi PANEL ) 11/ INSULATION (BEARING RIB) - PLACED IN MT • . /1� S ) (BY OMERS) LONG SPAN IN OF PANEL FASIENER(5) / I/r _ OOior� W Pwt¢ vW PANEL 121T1 1/4 / M fM uHR rVu+ scum \\ WALL PANEL GONER CLIP GC -A— _ 0' O.C. S/ lh, ') 1/r wn gSiRo¢ 39 O.L - EAVE STRUT � - - .. _ WALL FASTENER-/ FLASHING 3 2 j/1• LONG SPM! m PANEL 1NSIC DlTpbgN - i14 % 3//' YEC-S CAULI( BOTH SIDE OF CLOSURE P-P O.L 1 1/2' Y _ _ )/ EAVE SUPPORT - FLA411NC GUTTER TGT1 FASTENERS - - - . T-O. O.C. (BY OTHERS) WSDE CLOSURE STANDARD EAVE - - - _ _ EAVE STRUT EAVE CLOSURE FLASHING STRUT CDP ROOF TRW. FASTENERS) (nEtOm-TO COLUYN) ::./14 X 3/4 - TAPE MASTIC - TAPE'YASTC (CONTRTWS TOP.': MASONRY .. - (B) PER PANEL STRUCTURN/. FASTENERS AND UNDERNEATH INSIDE R/ BOND SEWS) - _ EAVE CLOSURE FLASHING f_1 O1OZ.4 : CLOTM SURE) (BY OTHERS) - 1 1/Y MITT ., - _ EAW SUPP FLASHM; - 1 MASTIC MERLOCATION 0 ME TIGHT SEAL ME SIDEIAP wmc MUST EXTEND NSURE A NOR: INFOR CLOSURES OU@OE'CLOSUTE DORN FROM THE TOP OF THE RB M THE UA511C ON- OIOTTEO. FOR CLARITY. _ EAVE STRUT THE EAVE CLOSURE. ME MASTIC EXTENSION MUST SPLICE - - - - _ - - INTO THE SAVE MASTIC. - INSIDE CLOSURE CAULKING' DETAIL ' - 'EA01 FASTENER INSTALLATION AT EAVE" EA26 EAVE MASTIC DETAIL AT PANEL SIDELAP ' EAVE -DETAIL W/ B" NOMINAL MASONRY WALL -LONE SPAN m SHORN - ARCHITECTURAL AND v RIB TmlFx BA LONG SPAN III ROOF _ - BA LONG SPAN m ROOFSL_mBA AW®6FIX MAmw ` INSULATION NOR' - 1 1/ WAGE CLOSURE _ COMWWUS SFAUNG RUN OF AUHBY OTHERS) INSUAT T 6 TO BE FOLDED TAPE YASIIO TN$UUTION y LTILSIIC UNDER RAKE FLASHING BACK AT THE FAVE-DO NOT ((LLYY)WNpp T/2 1M AU." INSULATIOW TO BE UNOERNE Ti CLO 2 wi' (BY OTHERS) 2 �•' '.{ ER(5)- TAPE MASK EXPOSED TO THE WEATHER.. _ 114 TRIM - . (carrtWuaus ALORG ` . `' SAVE SUPPORT MSI@1G TOP OF CLOSURE) - - - -FIELD CUT - - . INSIDE. CLOSURE `. EAVE CLOSURE FLASHING - - 'B C SECTION Of (CONTINUOUS TAPUNDERNE M - \ \TAPE - - - CLOSURE) WALL TMY FASIENER(S) - STRUCTURAL FASTENER(S) \ \ S/4 YISIIC . FASImFA(S) -. - 112XI O.C.P O.C. FAME CLOSURE LIA5IDTG HALL PANEL - ' - _ WALL -MAIN FASIENER(5) WALL PANEL ARCH. WALL PANEL - RASEAVE SUPPORT _ e - - WE FLASHING - SHORN. OTHERS - F�HW • OUTSIDE CLOSURE .. . TR1-15.2 SHM%AR- - - " FAVE STRUT PRIOR TO THE INSTALUII(%T OF THE FIRST ROOF PANEL. THE SDETTALL AND OuO STIEEONG- . JAIL FASTENER - SHOULD HAVE BEEN COMPLETED TWO THE ROOF INSULATION STARTED. START A UME OF _ 1/4'. URETHANE CAULK - - - 1/Y X I/B•'TAPE MASTC DDRN THE EAVES AND ALONG TOP OF CLOSURE AS SHORN ABOVE - GTS _ LEAVE THE PAPER BFCXMG ON ME TAPE ALONG ME. TOP Of THE CLOSURE UNTIL ME ROOF - - " _ EAVE STRUM PANEL B READY TO BE SECURED.- (4) 1 TENET E - {4) 1/B TENET.. _oumDE CLOSURE MASTIC AND INSULATION APPLICATION AT EAVE EA28 -RAKE FLASHING - FL02 - -' - - -- LONG SPAN D ROOFS BA' LONG SPAN D _ BA . - - - REF. DETAILS FLOFVA RCSSNA 4 RC35WM - - -- .. - - Dww®wlWWsruAvrrNls •. . dTIEY dAvnx356dNOrtO .. BYMNYNFILT1Pq .. � _ - WUK6XOfSFAVIM - .. - d1�YVTM WORQ -NOT FOR CONSTRUCTION** MR HALL - . .. DRAWING STATUS: . FOR PERMITS ONLY. ST. WCIE COUNTY. FL - AMB&ICAN BUIIDINGS SOFTWARE VERSIONS OESIGN:3B2 BIM 1]D RICHARD K DAVIS CONSTRUCTION CORP - JOB NUMBER - SHEET O RELEASE) REVISION OWN:/CKD: ENGR DATE O RELEASE/REVISION DWN;/CKD: ENGR DATE " 11749901 - SED-008 M i-R - - ' 0 PLANS FOR PERMIT I CRMIDL JHW II/7/12 IRlfi Nam m ANI Ira[ ✓I.R ar¢ a RRE m ®NRIos ArO R¢t OAAA v Nowc lD.os. 1/2 X 1 1/4 M25T/ HNDI NUT ORRL RASTER 1/2 X 1 1/4 M25T/ HVIA NUT RUIN LENGM MLL VARY EASED UPON -A- ENDNAL RATTER SPLICE R. 6'e EArEn anPanX.e dCr.aeml vdM � Iena® m uv Ia sAral A.O MosT MCgICNIL oS.lw IEowaiXi �— - - 3/4 X 2 INTERIOR COLUMN }/A fIV1IX NUT CUP ANGLE (2) 1/2 X 1 1/4 M25T$M2 — — — — — — — iR1Li:R IX3OM A10 OOC1E1 MPCuo ANGLE 1/2 HVNX RUtx�IS DTHIS CONNECTOR VXNZD TO YOIE 3/ w/2 2 NA51�R5/ 7B Ar TI -+- _1 I r FRAME BRAJB A` URUN (2) 1/2 (2) 1/2 X 1 1/4 M25T 1/2 NVHIX NUT 1 2 HwDI NUT MAY VARY SEE BSOIAA BIRLT-UP OR ENDRALL PATTER HOT ROLLED COLUMN + r ENDRALL NTDDOR COLUMN 'STIFFENER RL RAFTER ru - Hord X 2 3/4 M25T/ HwIr NUT (2) RASHERS' EACH�-�pJIIIIII��CJ-{%_ 020AL W CL2DRR 1 4j6 ►NEf741-►�7Y1-L AT RV1ER SPLICE PLATES CONNECTION THICKNESS 3/a NYNX NUf '� 0 W DESIGN Q OF RIGID� CORNER COLUMN CONN. DETAIL AT BLDG. EAVE — BEARING FRAME EF12Y ENDWALL RAFTER RIDGE DETAIL EF23 ENDWALL INTERIOR COLUMN CONNECTION DETAIL EF26W RIGID FRAME ENDWALL WITH CENTER COLUMN EF29 COWIM N/S(IfFENERS TO RARER CONNECTION - 1/2'e BOLTS AA .RARER R/MDGE SPLICE PLATE .. AA COLUMN TO RAFTER CORRECTION AA. COW" TO MATTER CONNECTOR USING CL20A_ (RON.3/A• a SPUfI WL15) AA MOD FRAME RAFTER ENO INTERIOR COLUMN Clip A� a 3/16'� ICI I 2 S/A• 1 I I :] 2 3 ENORAL COLUMN Y AA RARER LOAdNG 3/4 X 7i NIMvaNUT M RI(1) RASHERS CLIP CONNECTOR TO COLUMN A= 90 vwnw PURE I"VO car oa aPI01I . � •. fit T` T > 1/CvoP�ilry T ra Au ARa Tr LHI sasl i �Pw _ w. mUAcr - - RIeL r (2) 1/2 X 1 1/4 M25T/ -SIRUP PURUN 1 2 HVIIX NUT MAY VIM' - M Rtl N m CWv P MAI - SEE BSOIM &w Nam ea Ma IM Illafi AM,I. I wR m a® NNRb eo I¢T NM v YNTq taus M25T BOLTS (SIZSEE CROSS E AND 0 ANrT YOFOR -7' )q 3/A X 2'3/a M25T/ - - . (2)) 3/a XVHH[ HUi A325 RASHER LOOT - TRTH (I) WINNER EKH OR ROTTED SIDE - NNGER TIGHTER AND DEFORM I \ THREADS. THIS CORRECTION F1 IS DESIGNED TO MODE. 1 00- (.) 1/2 X 2 M25T/ - 1 2 HV NUT ENDIIALL COLUMN STRUT CHANNEL - ENDIIALL DNER0 SC12-LENGTHX- -. COLUMN NP 31 ' SQX]N A -A I, ROD FRAME COLUMN II . II L MOD FRAME RARER INTERIOR COLUMN CONNECTION EF28 I SECTION AT COLUMN w STRUT CHANNEL EF31 I -DIAGONAL HAUNCH CONNECTION AT BLDG. EAVE 1 MF11 RICO FRAME ENDRAL AA ENDRALL RARER I AA MID FRAME I AA ROD FRAME RAFTER, (-MOD FRAME RAFTER TR'II.V. MNCCTOX AT GAPS C r . T . IOa rAlA6 M257 RO 1. 9m6 Atanm XT fYS > 1/r. Ell-{�[ T.a[IT RMLNIIM1I! CROSS ECTIO FOR .aXw vlma+L awrtau TasTon (SIZE A P,Aa ION-TUO¢o sR5 al>¢x RAT vw a rtgwAn R F M CPeALRR MTA OQAJG TIW 1/T Z Y4 U H ANDSECTION 9MP 4�5 Y(LT 03Y >IAIpVL1 GDXrATRTi i4 Rp, MP`- ®4 I-MAL. E.T IXYR Y6 SIRTIKOr r . T . e ADN-945RD 91K m MUTT RISC 7eRCP XCI4l -y_l- .. - a RL nrRc aeLAa `MO "DO' lsn011 RRorur a g a RXIR RSAeG P[i{5 SwIRIA TYPICAL HAUNCH SHIMMING DETAILS MF19 RIDGE RAFTER CONNECTION DETAIL MF22 RIGID FRAME I AA ROD FRAME RAFTER AA MR. HALL ST. LUCIE COUNTY, FL RICHARD K DAVIS CONSTRUCTION CORP Y PneRRFmIrINlvm¢v rrmmxaTEmmAmPuu 11749901 " - COLUMN COL. nv6 Tleootss S]LVOM' ni aNFL COU9L QRe DIAT AE91IA�. Alx in. NT 1/r AMR e¢r RaIaQD. ran' u "IDIS 6 (Riali[5 1 . 1/T ASEi MY cfpoao 1O• lux uWm m®H (R[p 1/2 xxF Mlfl - 10 1 Y 1 T In } 1 11,T }1 T 1 a111 i 'A, 11 rT ; v 1-� 1 } 1 1. T In, l 11, J� ;• 11N 1 1 1♦ i a 1• i 1 } Y. In 2 AI 11 ; 1 M. 1 Y 1 } T le 1 1 Y. 1 1 A3nT 15 In a 2 31..Y.M 1 T 1 • i • 1 W T 1 1 a 19 2 MMI 1 a2 AI 1 T T +e 1/] a J S/9 AM+ ¢ 1 Y ] AI]]T I x 2 r:16i Jr +1-+e1 xJ e41a+¢ 12 Y JAIaT 1 a2Amr r v- +e + Y J S ATM ¢ - 1 a 2 1 In r] AT]J+ 1 + 11 - +e 1 ] x J S Ma+ ¢ SVLC4IL aRUI SRaL e1mW FACE SNLUT P UTILITY CLIPow.)1 CV•A. e2 rmlum ro wm wts - _ - 1 x 2 3 1/2 UT -' (2) N.T. WASNERS PER BOLT 1� GRITS HVHX NUT (2 T PER BOLT 2 x fl Ox OCgNO. - ANOCL d8 PEAR CL-f M WP arv. R a a•m n+.+iu lB2Woo ) 1/2 X 1 1/4 A325T/ •. ¢N ¢ WMS NNC A /PR A rIm RgvVlpl xn v61111 W • - ' 1I2 FIVI¢ NUT SInL1E NMT. - - - pRTSPACMG �s ... RD FRAME COLUMN _ XX .10 3 O'-. TYPICAL CONSRtUCTION OF THE WOOD SLOWING 6 SHOWN. ABOVE. A 2 X'6 YMIYVY BOARD _ ' N000'BLOCKMG. - BE USED. REFER.TO THE CROSS SECTION iR1WING D TO GETERY THE RAANGS ME SIZE SIZE - .: _2 1/2' - - AN - CUtf (BY OTHERS) CIRT SIZE AND SPACINGS. '. - - .GAT EXTENSION'ANGLE STRUCIURAL FASTENER($). - BASE ANGLE - .. - GFA-6 8 1/B'- - 6 1/8' TYP. U.N. - 12X1 1/4 INBTIWAF(R! OF THE BUI WALLS 6 GENERALLY DONE BEFORE THE ROOF. BEFORE STARTING .. .. THE NAIL SHEETING GNECX TO BE SIRS THAT THE CAVE STRUT AND CAp$ ARE MALIGN _ .' BOLT REQUIREMENTS FOR SECONDARY FRAMING CONNECTIONS BAA . THE SO THE AND PLUMB. TO AD I THE GVLTS. IN TEYPDRARY FOOD .THISBUCCIONG TO THE PRDPER LUNGIN AND 04 RT. BEIDUCE THE NURB a GMTIE THIS BLOCIMVG CAN eE MOVED BAT TO BAY WILL REDUCE THE NUMBER OF PIECES REWIRE0. NORMALLY. NE GIRT BLOCKING - GE03 FLUSH GIRT CONNECTION TO COLUMN AT m - AA - OF BLAGL(INC PER BAY MRL BE wFFTnENc 'ONE E OF R M .. � NOTE: .FRAME BRACES ARE REOURSD AT FIRM PURLIN AND FIRST: PURUN BELOW CLVI-_ CONNECTION OUTSIDE - „ ' STRUCTURAL FASTENER(S) .y . :. (6) 012 x 1 1/f ..•." - ..-WITH - - - ) 1/iMq 1 1/f A325T/ - - - PER PURLIN CONNECTION. STAGGER SPApNG - UUP1R�LL PURLIN - . -' GO1X_ I. -. 90UP-TEN. - - 2 WIT - AND (1) 1/2X2 3/15 A 9 DE - SHOP MARKED: ROP' - _ '.- m -' .: -. NAY VARY SEE B502M _ .. _ PURLTN. . - GABLE GIRT u CLVI GIRF OEPf11 CLIP GABLE GDlT WFSSB 1 2 NCI¢ NUT : V CHANNEL N _ '" - BGU2-LENM1aL AA- -,l -. - - FOR NGN-LAPPED GIRT CONNECTIONS- - - - .. U) OF THE APPROPRIATE AJ25T BOLTS YUSI BE USN - - GABLE GIRT OFF PURLIN -CONNECTION - -- � ' WF53 -GABLE GIRT CONNECTION AT CLW-_ ` - WF538 ��BYPA55 GIRT � - WFSSR BYPASS GUNS ,: - _. AA " AA I AA INTERMEDIATE BAY EAf�l yFLW pgyA R02A 9QKO 6 1KYm IXA6 Q•OI WYKIE YEIM. END BAY EAVE STRUT KUa MEN. vARRs ro V4 M sMrn ro ss ev�M va-ol no.a%s R¢DII YObPiI RNIfC141 fP1YY1 PwP rmz Ma oa. srwrms 9G6/LII EM Mw+ rs6 GIPiS w(Y . •EI.�L - y�m� my P� fl4L PURW - RIDGE BRIDGING tti CLRB - INUTA325T/ PURLIN -2 HVIU( - ) REOWtEO PER EAVE STINT END CONNErnON 1/2 X 1 1/4 A325T/ — — — — — — — — — — — — 2 % 2 M25T/ 1) NVIIX NUf NVPE NUT (t) REWIRED PER) REQUIREDPER EAVE STRUT END CONNECTION VE STRUT END CONNECTION 1/2 X 1 1/t Y 25T/ 2 1/r RflNGORCMG FiAVE STRUT PAT1/NUT ESP5-F DS�iM" SfftUCNRAL FASTENERS) TYP - EXVE STRUT BRACKE(2) ($HOP WELDEFAVE /,2%, ,/t SIRUP BRAIXET (SHOP WELDED) ERDWALL. RAFTER _ .. (TYPE MAY VARY) . - - ' [�ORNEM COLUY (TWE MY V11RY) - - PURLIN CONNECTION DETAIL AT ENDWALL FRAME RFA RIDGE BRIDGING CLIP CONNECTION DETAIL - RF05 LOW HIGH SIDE EAVE STRUT CONNECTION BYPASS-GIRTS RF31R LOW HIGH SIDE EAVE STRUT CONNECTION BYPASS GIRTS RF32R BYPASS SET h RUSH CONDITION AA- - AA , ALL'RARER/COLUIDI FIANCE WIDTHS WITH REINFORCING PLATE AA _ ALL-RAFTER/COLVYN FLANGE mml5 .. _ AA - - - PIITWN '. - -- - - - fit: D641Y1 NRIDffi fit:: TAtlm r 1 OF RAFTER ALL MDInONAL ROOF FASTENERS M({W NQ(YNPL ' .. . - Fm YL A6 t.. T ANTI- I IGME 1P V4�M � Yo KpSI� 1/2 X 1 1/4 A325T ANTI -ROLL CUP .. - ROOF PANEL / PAWICIM [ WaA PIMUN .- 1/2 HVH% NUT CL-12 - V PLIRLMS MSViLL AODRX1NAl ROOF FASTENERS ROOF PANEL HOOT FASTENER /1=1 1/4 - 'TOP MARK - - - \\ CL-,3 9 1/2• PURWlS CL-,t 192• PURLWS AT ANTI -ROLL CUPS, M REO"D UltTE DESIGN 0. O.C. - PURLIN WEB REINFORCEMENT RIP TOP _ — — — — — — — PURLIN )) - 12/2 1/2 1 /. A325T - - L--- ROOF q(} IS/6 I (SEE NOTE FOR LOCAMONS) - ./12XIE (j) 1/2 % 1 1/t A325T/ 1 2 HVHX NUT PURNN WEB - - - - 2) 1/2 % 1 1/t A325T/ REINFORCEMENT CLW RAFTER . 1/2 HVNX x,R - � � ..CL-15 PLATE MUST BEM ON RAFTER . - OR TOR. 1/2- FLANGES.- — - - ROP MARK TO TOP 1/2 1/� � 25T/ .. - RAA - - MTE MUST BEAR OR . .. -. - _ - RAFTER 'TOP MARK TO TOP . - - RARER. CL-12 - //B•. PURLINNNS$$ Cl-it - 123. PURUN$2(FAR SIDE) M fti AT AND -ROLL RF COP LOCATIONS M '. ',. PURIN :. - Z) ;Z) 11//22 X 1 1/4 AT25T/ - - S1YMIiR M RATTER (2) 1/2 X 1 1/1 AJ25T/ (1 / )2 X NUT OR AS AN OPTION 2X 1/4 �25T/ - - ENDWNL ROVER _ NOTE: WHEN ATTACHING CL-15 USE TWO ,�/2 HVIIX NUT OR A5 AN OPTION 211 NUT Y0 (1) II2X2 3I16 M19 DE - TYP Aw Y5 Pm� ATMµVp,,m R A1LW W[MIAWA BOLTS. TOP BOLT LOCATION VARIES (i) 1/2 X 1 1/t A325T/ .. MY VARY rmI[cvox ARDI fAOufW onlF - - - sm Aa0m1 sum rRsr. BY .. MEMBER DEPTH 1 2 MVNX NUT SEE BSO1M ' a RKCYL saa ass - AND tv/2n 3/16 Aug DE - 1YP _ - MY VARY - - - - SEE BSOLAA - ANTI -ROLL DETAIL UPHILL 250 ANTI -ROLL DETAIL RF51 PURLIN WEB REINFORCEMENT CLIP DETAIL RF53 PURLIN WEB REINFORCEMENT CLIP DETAIL RF54 RIGID FRAME RATER _ - AA ENDWALL RAFTER'LONG SPAN R. PANEL - SA LONG SPAN N PANEL - BA -- - - AA PURLIN PURLIN WEB REMFORCEYEM CL CL-15- ANTI-ROLL CLIP- . CL-12 8• PURUNB- ' - CL-13 - 9 1/r PtIRUN5 - - - - (2) 1/2 X 1/4 11 \ NUT(SEE MUM FOR LOCADONS) PLATE MUST BEAR ON RAFTER -- 901, MARK TO TOP - - (2) 1/2 X12 1/4 A NUT }25T/ 1/2 H NUT OR FOR ,/r FLANGES - -1/2 X 2 A3257/ . 1/2 M%0( NUT NOTE: WHEN ATTACHING CL-15 USE TWO RAFTER - BOLTS TOP BOLT LOCATXNI VARIES - BY MEMBER DEPTH AWemIMOAp IDANm - ... - w IN M SYES! na IRSI RRpA:IM plC1[W W➢M1�6 - ANTI -ROLL CLIP DETAIL - RF57 PURLIN WEB REINFORCEMENT ClID REQUIRED I AA - ., - veax0XxlNavaANw¢ -. - _ oxrauoiuwolcsKwpvrm .. .- MraNARMAnuw AxomOxmmrvTAs , Ot RARIDRMPROIECT **NOT FOR CONSTRUCTION** m mA . - •. MR. HALL - DRAWING STATUS: FOR PERMITS ONLY - SCLUCIE COUNTY. FL - SOR AREVERSIONS DESIGN:392 BIM: 17D AMERICAN BUILDINGS RICKARD K DAMS CONSTRUCTION CORD - JOB NUMBER - SHEET: NO RELEASEPREOSION OWN, ICKD: ENGR DATE O VI RELEASE OWN: ICKD: ENGR DATE " 11749901 SED-004 MBMR ' 0 1PLANS FOR PERMIT I CRMIDL JHW 11OA2 1 THIS ROOF SYSTEM DESIGN USES WEB CRIPPLING THIS ROOF SYSTEM DESIGN USES ANTLROLL CLIPS CUPS INSTALLED AS SHOWS IN SECTION RF531 BA INSTALLED AS SHOWN IN SECTION RF60/ AA (uphill) ON DRAWING SED-004 OR RF501AAA (downhill) AND RF511 BA ON DRAWING _ SF_D-OG4 LOCATED ON ALL PURUNS ON FRAME LINES: 1, 2, LOCATIONS ARE INDICATED ON ROOF FRAMING PLAN. CUP Mark Number is: CL-15 CUp Mark Number is: CL-12, 70'-0 CD _ 11-0 191-0 25-0 - 23'-0 V-6 - SZ16-6.OP7 (U.N.) BZ16-26.0P7 - _ (7) REQUIRED -.. (7) REQUIRED 4'0 - 4'0 SZ15-33.0P1 (U.N.) 4M - WO - SZ13-6.0P1 (U.N.) .. ' SSE5KR-1.11 713 ` LAP(U.N.) - (7) REQUIRED LAP(U.N.) (6) REQUIRED - SSE5ML-1.11 71s -- 'CL-72 -CL-12 .. N BZ7626.OP2 - SZ13-26.1144P7 8Z12-26.OPI - ' BZi6-26.0P2 -- 8Z15-33.OP2 SZ1331OP2 BZ733tOP1 - - 8Z7 33.DP3 O� SZ73.26.OP7 8Z7533.OP2 SZ1331.0P3 - e Q 8Z76-26.OP2 • Q U 8Z7331.OP2 SZ1331.OP1 8Z72-26:OP7 - - SZ1231.OP1 - --BZ76-26.OP2. SZ7331.OP1 - - 8276-26.OP2 CL-12 - - 8Z7337.OP7 8ZI6-26.OP2 - tc CL-12 - CL-12 zs.8Z1331.OP1 CL- SZ16-28.OP4 --CL-72 CL-12CURBS CURBS . CLRBS A, Z33. SZ16-26.OP4 - 6Z76-26.OP4 —CL-12 CL-12— -` CL-12— .. Z20 — n U SZ12-26.OP2 _ - Z2f1 SZ12-31.OP2 - - ' 8Z76-26.OP4= - - - Z20 - - ,. SZ13-26OP2 .. ' 8ZIS-26.OP4 ®� .•- .. BZ733 � SZ7331.OP8 � SZ1331.OP8 220� SZ16-26.6P4 `' � � - BZ13.27.2 %P2 - SZ7626 OP3 8Z13-27 2 114PI CL-12 JCL-12 q CL-12 n c - .. . CP y 8Z768.OP2(UN.). ', - ,. 8SE5MR-1.1 1 7/8, ' - - - SSE5KL-1.11 7/3 ` (7) REQUIRED - 4V - VO SZ15-33.OP7 (U.N.) - 4'0 - 4'0 821331.OP4 (U.N.) - - - - .. _ LAP(U.N.) -. (9) REQUIRED- LAP(U.N.) - -.. (6) REQUIRED _ ... 19'-0 - - 26-0 - 233 _ - - Z20-BZ73-6.OP2 C4-9.SC14.19.7 VP1 Z20-BZ73. - - - C5-9SC14-10.9 VP2 - - Z33-BZ76. C6-9.5C74-19.7 QP2 - - _ Z34-BZ76. C7-9.5C74-10.9.QP7 - - - - - ' - Z5-8Z73- - - -munnmroumru ROOF FRAMING PLAN . IXRIR4NfMRd[Q - **NOT FOR CONSTRUCTION'*us . - - - MR. HALL .. DRAWING STATUS: . - FOR PERMITS ONLY ' ST. LUCIE COUNTY. FL - SOFTWARE VERSIONS DESIGN:392 BIM: 17D AhMCAN BUILDINGS - - -. • .. RICHARD K CAVISCONSTRUCTION CORP. JOB NUMBER: SHEEP: O RELEASE/REVISION DWW/CKD: ENGR DATE O RELEASE/REVISION - 'DWN:/CKD: ENGR DATE 11749901� E-06 McMR- 0 PLANS FOR PERMIT - CRM/DL JHW 11//A2 - - -. --. - - - I C 110 1 ZY4X 23/4 1 12111+he I B'X 5A I 12 5 F- 2� 11W 1 11V' 2- s e 0.85 m SION I DWN:/CKD: IENGRI DATE ol RELEA CRMIDL I JHW 1 1117/12 Of CL-12 12 ---1 5 Iz� T 40 .. O , .. 10$4' B 60-0 FRAME ID: 11749901.01C 1029112 11:03 RIGID FRAME CROSS SECTION AT FL. 4 . pG91iR WINH 44/Jln.6 ' MRE T14: iRN1ix0 ♦5 OEPiC1E0 A9VlE bM01 • - CXII¢4 CMW1x66MM010 DE9GRD TO •OCOW10pgi[ Nf1 R1fOF2 00'M1901L mx[u�wa�nuw _ ' M9m6wlRnY[u WYF�IDIfiMfiM6T "NOT FOR CONSTRUCTION * MR. HALL - DRAWINGSTATUS- FOR.PERMITS ONLY - ST. LUCIE COUNTY, FL SOFTWARE VERSIONS DESIGN:39.2 BIM[ 17D AMMCAN BUIIAINGS " RICHARD IC DAVIS CONSTRUCTION CORP JOB NUMBER' SHEET. DWN:/CKD: ENGR -0ATE .. 11749901 E-05 MBMFl AW- - ,