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OFFICE USE ONLY: : DATE FILED: / T PLAN REVIEW FEE: RECEIPT NO.: CONCURRENCY FEE: RECEIPT NO.: PERMIT NUMBER: CERT. CAP. NO.: - 14 0 /. 0 a -V, ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED C PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION S ANNED 2300 Virginia Avenue ��� Lucie County e B ` Ft. Pierce, FL 34982-5652, Y 772-462-1553 5t. L j LiCA. -b-D B APPLICATION for BUILDING PERMIT CERT „ CATE of C ACITY/ZONING COMPLIANCE 12 �� PROJECT INFORMATION 's� � l., *640/-o2(/ 1. LOCATION/SITE ADDRESS:<RD Nd`c\�QS3�Z�J J�Sec� 7 %< N `L- 2. PROJECT NAME:Xske:N�r % YS\ptcel SITE PLAN NAME: 3. PROPERTY TAX ID #: 4. LEGAL DESCRIPTION (attach extra sheets if necessary) %� \r o -Ime. ` C'T 5. PLAT BOOKN'SO 3 6. PAGE NO.O!S�_ 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): LOT DMMNSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: mnl��tt-•��ntN do �1oc\y�R��och� *Zi �Nwc-- .� Sk Mob.1� \Jor sL �►b 11. SETBACKS (ACTUAL) FRONT: BACK: S RIGHT SIDE: LEFT SIDE: 7S 12. TYPE OF CONSTRUCTION (Check alilppropriate boxes) NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: 14. SQ. FT OF CONSTRUCTION: !. G 15. SF. FT 1 st FLOOR: 16. VALUE OF CONSTRUCTION: $ `100Ci The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. — SLCCDV Form No.: 001-02 UPDATED 6/25/09 OWNER INFORMATION NAME: ADDRESS: CITY��� STATE: PHONE (DAYTIME): Email: ZIP: -IM-q S —I IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER ADDRESS: CITY PHONE (DAYTEOE): C--) CONTRACTOR INFORMATION STATE: ZIP: ST. of FL REG.CERT #�` �• OhSi 3 `J ST. LUCIE COUNTY CERT #: BUSINESS NAME: QUALIFIERS NAME:\A V'Qs ADDRESS:``zzw-6a Q'E CITY: STATE: L ZIP: PHONE (DAYTIME): FAXNO``\a-aab-ay1��Email„e��.��ivg�,�sL. G ��..er�1• a+c-t ARCHIT/ENGINEER: ACt�`ger ��uMe S ADDRESS: �am 1 0' CITY: aQ e % STATE: PHONE (DAYTIME): lP�) D%a - a 3$ BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER - ADDRESS: CITY: STATE: 0FAVA ZIP: � \5,Is ZIP: 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. , r CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND 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. OWNER OR STATE OF FLORIDA COUNTY OF n, A!} % a'� The foregoing instrument was acknowledged before me this b day of (N -a Y 20 \'3 , who is personally known fr has produced as identification. Signature of Notary Commission CUNTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF V % a v N_ .� The foregoing instrument was acknowledged before me this day of 20 \3 , by Q i�N a �L , tJ►�v1 who is personally known or has produced as identification. STELLA M HUNTER -----r,Publie Slate of Florida My Comm. E,pires Jan 23. 2015 Commission # EE 31278 Bonded Through National Nolan- Assn. NOTE: itS2 '1I�NA1QTIEII, EACH SIGNATUI2N)T[J PLYING FOR ° I TO SIGN PLICATION IN THE OFFICE TED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. STELLA M HUNTER' Notary Public . State of Florida My Comm. LApires Jan 23. 2015 rmm-:-_• For specific instructions see appropriate permit checklist. 1 OFFICE USE ONLY BP #: eQ a 1. SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE t LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP #- 1ST FLR ELV f MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER ` LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE / n / AREA FEE FEE / V O LIBRARY PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION F FEE GENERAL SCHOOL ROAD _/ CREDIT Y N LAW ENF IMPACT IMP IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF — NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNfFER RFVWW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE ` p2 COMPLETED INITIALS PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): k_Ck., cs�4-%_ I C_ have agreed to be the (Company Namftndividual Name) NiQV sub -contractor for \\ -*-Ae,J 1 %.-�zsz(Z-.w-M (Type of Trade) (Primary Contractor) for the project located at�a (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 �...� �..., R SIGNA PRIN MAME DATE Business Name: Address: City/State/Zip Phone: Zsae.., %ck� "—y L 3ckg -B-) OFFICE USE ONLY: -y" S -y-k6 email: PERMIT# ISSUE DATE JOSEPH E. SMITH, CLERF" THE CIRCUIT COURT - SAINT LUCIE COL-_.r FILE # 3913817 OR BOC 594 PAGE 778, Recorded 01/09/2014 a, 1:48 AM permit No. State of Florida County of St. Lude NOTICE OF COMMENCEMENT Tax Folio No yS07 - SAA • 1a19s • 000- 5 The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following infomwtion Is provided in this Notice of Commencement Legal Desafptkxr of Property: (and street address H available)• 4\1sa Sat_. �c�.,..� Se a ii 't over el Yta �iee R�iaS�..t-c I .. Ce..... 47uitw. \30N't-I General description of lmprwement;e`AAo,&\wx.ar. �e.,nee S'�wb-Mea,.\w� Aa."L- Owner information or Lessee Information If the Lessee contracted for the Improvement: Name Ty..rw►� Ye1ie..u% Address St_yt Nek4�,.s .31.�-$a�.se..36b. Interest In property: C) .g% e+t Name and address of fee simple titleholder (ifdifferent from Owner listed above): Contractor's Name:'Atw C—'k. C- o Contractor Address:-\\q4 Sw 'b.ssS. S4 �wtrwC.i � Qt �Yigo Phone Number.-r%% 'i0\-StVyy Surety (if applicable, a copy of the payment bond Is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Phone Number: Lender's address: Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.1311) (a)7., Florida Statutes: ' Name: Phone Number: Address: In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE )O8 SiTE BEFORE THE FIRST INSPECTTON.IFYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read egoing notice of commencement and that the facts stated therein are true to the best of my knowledge and be (Signature of Owner or Lessee, or Owner's or Lessees Authorized Officer/Dlr ct /Partner/Manager (Signatory's Title/Office) The foregoing Instrument was acknowledged before me t q� day of20� By"K'V-.a rw. 3sas1A..., S' as c a..sti4_e' for _ _ oL&c%.c r' Name of Person Type of authority (e.g. officer, trustee) Party on behalf fof whom Instrument was executed w_ �. a - •,,, STELLA M 17t ippily cn n=or produced Identification_ (Signature of Notary Public - State of Florida) r +P Fs Notary Public • State of Florida (Print, Type, or Stamp Commissioned Name of Notary P AGMy Comm. EApiref*e oild�t ion produced Commission d EE 31278 Banded Through Ni OMINotaryAmn STATE OF FLOOIgA ST. LUCIE COUP I_r' THIS IS 1CrrCTI�Ay j/ IS C0,n, RiT C() f OF T rA7 r,.. ,� F • vldil Li V Date: w v°j Property Appraiser - St.Lucie G- ;ty, FL Page 1 of 1 PROPERTY RECORD CARD Thomas J Postmus Record: 1 of 1 <<Prev Next » Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification 93CIECpG2 Site Address: 892 NETTLES BV ParcellD: 4502-501-1078-000-5 . Sec/Town/Range: 02 :37S :41 E Account #: 120666 Map ID: 45102D Use Type: Mob Homes QQ Zoning: HIRD City/Cnty: Saint Lucie County Q! I Ownership and Mailing Legal Description Owner: Thomas J Postmus H Karen Postmus NETTLES ISLAND INC, A CONDO -SECTION II PARCEL 892 Address: 1725 Leonard NW ANDPRO-RATA SHARE IN COMMON ELEMENTS (OR 1303-847 Grand Rapids MI 49504 More... Sales Information Assessment 2012 Total Land and Building Date Price Code Deed Book/Page 2012 Final: 54600 Land Value: 52000 Acres: 0.06 5/12/2000 49000 00 WD 1303 / 0847 Assessed: 54600 Building Value: 2600 3/1/1980 19000 00 CV 0328 / 1479 Ag.Credit: 0 Finished Area: 660 SgFt 5/1/1978 15000 00 CV 0287 / 0449 Exempt: 2/1/1973 6000 00 CV 0211 / 2419 Taxable: Taxes: 1104.63 BUILDING INFORMATION Exterior Features View: - RoofCover: - RoofStruct: - ExtType: MHH - MHH YearBlt: 1982 Frame: - Grade: MHTT - MHTT EffYrBlt: 1982 PrimeWall: - StoryHght: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 0 Electric: - PrmintWall: - FullBath: 0 HeatType: FHA - FrcdHoWr AvgHt/FI: 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: - %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth 1 0200-Mob Homes BCO -Unit 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.pasle.org/-Daslc/pre.asp?prclid=450250110780005 8/1/2013 r^� Date: -\,-I Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue Ft Pierce, FL 34982 Phone:'772- 462-2165 Fax: 772-462-2522 Request for 30-Day Temporary Power Release Permit Number: )�Azt - o \A "A ProjectAddress: G 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 POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. R SIGNATURE DATE - VIA RAL CONTRACTOR SIGNATURE DATE ELECTRICAL SLCPDSD Revised 06/14/2010 SIGNATURE RECEIVED MAP 2 6.2014 J Si�,frttGui UOLf Planning& Development Services NOTICE OF SPECIAL FLOOD HAZARD AREA Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 PERMIT NUMBER: 1401-0114 ADDRESS: 892 NETTLES BLVD JENSEN BEACH CONTRACTOR: DENNIE H NEW DBA: DENNIE H NEW CONSTRU ION OWNER: THOMAS J POSTMUS LLw NOTICE This Notice is to inform you that your property is in a Special Flood Hazard Area. DATE: 2/19/2014 The base flood elevation of the property is 6 feet, NAVD. Federal law requires that a flood zone determination be done as a condition of a federally backed mortgage to determine if the structure is in a Special Flood Hazard Area and if so, to require flood insurance. It is up to the lender to determine whether flood insurance is required for a property. NO CONSTRUCTION is to proceed beyond the 1st floor/slab inspection, or just prior to the second floor pour of a multi -story structure, until the required elevation certification has been completed by a registered surveyor, and received and approved by the Building & Code Regulation Division of the St. Lucie County Planning & Development Services Department. Violation of the requirement will result in the scheduling of a public hearing before the St. Lucie County Code Enforcement Board. The Board is empowered to levy a fine not to exceed $250.00 per day for each day the violation continues. A fine not to exceed $500.000 per day may be levied for a repeat violation. The fine may become a lien upon the real or personal property of the violator. The elevation certification may be submitted any time within 21 calendar days from the above; however, no further construction should take place, nor will any inspections be made until the required certification has been received and approved. 1�1�;N� _._..'1"!SL.�v'tG t"5_�.53�..1`�:i'•44\+u_'. k Signature Date 0Z�' 1 - Enterprises - In6:' MarkA&Cree Okeechobee Architects Collaborative =A =Ardutect A OI4248 AA26001573 - - - . -18o N-w 3ra-AVE-star-r-E-C-O=— GHGB�Fz 3497a- 711 -- _- - --- - - -' OFFICE' 86a.467:2690 � FAX: 863.467.9117 — _-- -- _ March 31; 2014- -- -- -St. Lucie-Couniy-CountyDepairtment= - --- _ . ------ Permit Number: 1401-0114 - Address: 892 Nettles Blvd - - - Joe, -_ __--_-.-Please-note=the-following:= - - ---- . - _--- -_.- =_---- -: -- --r — - - 1) Per R408, there is a slab below the structure consisting of a vapor barrier in compliance with this code. This allows the requirement to revert-to-1-500 sf` iiistead of 150-sf. This reduces the # of vents to (3). There are seven (7). 2) Per R322-.2.2 Please review the product-"Model-1412=F"--provided by Flood- Solutions, LLC. and the subsequent compliance report (FEMA TB -I) as it allows the unit in question to service 145 SF of area in question. With 940 SF, this would require 6.5 ; or seven (7) units. If there are any stions, please do not hesitate to contact me. Sincerely, -- - . ark McCree Architect OAC Enterprises, Inc. NMcb k CERTIFICATION OF ENGINEERED FLOOD OPENINGS (FEMA TB-1 August 2008) I do hereby certify that the FLOOD SOLUTIONS LLC Flood Vent properly install d and sized in accordance with Federal Emergency Management Agency's (FEMA's) National Flood Program regulations is designed to automatically equalize'l kydrostatic flood forces on exterior walls by allowing for entry and exit of floodwater during floods up to and including the base 100-year flood. I also do hereby certify that 1 calculated the Non Engineered Net Free Air and Engineered Op ping size for each model and size of FLOOD SOLUTIONS LLC flood vents. The results of the calculations are recorded in the table below. The.Engineered siz opening calculation was performed using the formula in FEMA Technical Bulletin 1--August 2008, Openings in Foundation Walls for Buildings Located in pecial Flood Hazard Areas in accordance with the National Flood Insurance Program (NFIP)_and ASCE/SEI 24-05, Flood Resistance Design and Construction. I measured the Non Engineered Net Free Air by calculating the minimum distance betweenif a top blade and the top of the vent times the dear opening width of the vent; plus the minimum distance between the bottom blade and the bottom of the Vei it the clear opening width of the vent; plus the minimum distance between each blade times the number of spaces between the blades in vent times the clear ening width of the vent. 1 used the formula in TB 1- August 2008 (A° = 0.033 [i/C] RAe) to determine .the Engineer Opening size for each model listed below. ! used the following assumptions: A° = total net area of openings required (in'); 0.033 = coefficient corresp riding to a factor of safety of 5.0 (in':iir/ft'); c = 0.40 opening coefficient (ASCE 24 Table 2-3 "rectangular, long axis horizontal, short axis vertical unobstructed during.design flood") or C.= 0.35 (squareunobstructed during design flood); R = 5 ft/hr worst case rate of rise and fall; and AA =1 ftz total enclosed area. Note: When the horizontal dimension is twice or more the vertical dimension, use 0.4; as the dimensions approach a square, interpolate from 0,4 to 0.356 Ao / Ai = 0.033 [1/C] R = 0.033 (1/0.40 for rectangle, long axis horizontal] = 0.4125 inz per ftz . or Ao / Ad = 0.033 [1/C] R = 0.033 [L+'/ 0.35 fors uare] = .4719 inz per ftz Each individual opening, and any louvers, screens, or other covers, shall. be designed to all1ol V. automatic entry and exit of floodwaters during design flood or lesser flood conditions; there shall be a minimum of two openings on different sides o' eac enclosed area; if a structure has more. than one enclosed area below the DFE, each area shall have openings;.openings shall,not be less than 3 inches in a .direction in the plane, of the wall; the bottom of each required opening shall be no more than 1 ft. above the adjacent grade; the difference between tie a erior:and interior floodwater levels shall' not exceed It- during base flood conditions; in the absence of reliable data on the rates of rise and fall, assume a ra a of rise and fail of 5ft/hr; where data or analysis indicated more rapid rates of rise and fall, the total net area of the required openings shall be increased to account for the higher rates of rise and fall. C41 SIGNATURE: MODEL Number Flood Solutions: 1412-F SIZE of OPENING: WIDTH X HEIGHT) 14-1/2" x 12" Net Fre (square in • 67 'Air hes): ENGINEERED OPENING Each vent covers. uare ft. 1 45 1509-F x - S j 1131. 1608-F 16" x 8" 5_ 124 1608-D 16" x 8" 5s 124: 1608-C 16" x 8" 65 158 1626-F 16" x 16" 104 221 M16-D 16" x 16'! 102 216 2412-F j 24" x 12" 113 274 2412-D F 24"x 12" 110 267 2416-F 24" x 16" 155 362 2416-D 24" x 16" 154 357 3208-F 32" x 8" 104 252 3208-D 32" x 8" 104 252 NAME: DANIEL G. FARABAUGH TYPE OF LICENSE: PROFESSIONAL ENGINEER STATE: FLORIDA LICENSE NUMBER: 48349 DAN FARABAUGH, P.E. FARABAUGH ENGINEERING AND TESTING, INC. 401 WIDE DR., MCKEESPORT, PA 15135 PHONE: 412-751-4001 FAX:412-751-4003 Island I September 16, 2013 Mr. Postmus 892 Nettles Blvd Jensen Beach, Fl 34957 RE: 892 Nettles Blvd 1C.., a condominium 9801 South Ocean Drive, Jensen Beach, FL 34957 (772) 229-2930 FAX (772) 229-9901 Nettles Island Inc. has no objection to the house plans as submitted, drawn by Stephen J. Brown, Inc dated August 22, 2013. Respectfully, William .Harkins Operations Manager Tom Bellavance Architectural Committee Cc: Joan Thayer, LCAM, File ORIGINAL r PLANNING & DEVELOPMENT SERVICES BUILDING & CODE COMPLIANCE DIVISION BUILDING PERMIT SUB -CONTRACTOR SUMMARY will be using the following sub -contractors for the (Company/Individual Name) project located at %Q`� \� ��Gg �.i� —S �—'i L_ (Street address or Property Tag ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical Plumbing HVAC/ Mechanical Roofing Gas OFFICE USE ONLY: PERMIT (qov ` + ISSUE DATE: NUMBER: 61 PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number of applicable): L VIC37b`�` 571 `Z `S. p�t`.e� 'Z:�mc have agreed to be the (Company Name/Individual Name) ait23 - ,%C-- sub -contractor for c snc�,.xx Cc) (Type of Trade) (Primary Contractor) for the project located at SRa NeM\.?_% " L Z "_, %91QPS6 (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 R axat Ar % A - \3 SIGNATURE PRINT NAME DATE Business Name: � �L��(� C.Z.C. Address: VO-3oa S T a N City/State/Zip: S L Phone: `1`'`2) -;\o3email: OFFICE USE ONLY: PERMITS ISSUE DATE PLANNING & DEVELOPMENT SERVICES " . "` - Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (fapplicable): (=Xe \%anti_\N �cc Y w\ \ 0., ,,., -,r` have agreed to be the (Company Name/Individual Name) r\11 .11 h _Q sub -contractor for N e_ ,,., Cx gN . C� (Type of Trad (Primary Contractor) for the project located at 130a C;Z�Q (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 4 144,/TLl� �itZt2t/f [.tn �"--/ 3 SI NATURE PRINT NAM19 DATE Business Name: Address: s, uN a\` City/State/Zip: eKzl)Av I'L - 333 V-1 Phone: SWI - email: OFFICE USE ONLY: PERMIT# ISSUE DATE U.S.DPPARTMEAkOFHCAWELANDSECURITY / '-EVATION CERTIFICATE FEDEt7AL EMERGENCY MANAGEMENT AGENCY I � tOMB No. 1660-0008 NatlonalF7oodInsurance Program Imle',r.nt: Read the instructions on pages 1=_. Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name THOMAS & KAREN POSTMUS #4058-61 Policy Number: . A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 892 NETTLES BLVD. F City JENSEN BEACH State FL ZIP Code 34957 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 892, SECTION II, OUTDOOR RESORTS OF AMERICA AT NETTLES ISLAND A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 27°17'05.84"N Long. 80°13'19.55'W Horizontal Datum: ® NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 6 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1140 sq It a) Square footage of attached garage N/A sq It b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade 8 - within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b 536 sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ® Yes ❑ No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bi. NFIP Community Name & Community Number B2. County Name B3. State ST. LUCIE CTY. UNINC. AREAS 120285 ST. LUCIE FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12111CO311 J 02/16/12 Effective/Revised Date Zone(s) AO, use base flood depth) 02/16/12 AE 6.0 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date: ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings" ❑ Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones A1A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, ARM, AR/AE, AR/A1 A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: 872 2312 G Tidal Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support Check the measurement used. 3.4 ® feet ❑ meters 6.87 ® feet ❑ meters N/A. ❑ feet ❑ meters N/A. ❑ feet ❑ meters 6.45 ® feet ❑ meters 3.1 ® feet ❑ meters 3.4 ® feet ❑ meters 3.4 ® feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on thigoCertificate represents my best efforts to interpret the data available. I understand that any false statement may b unishable by nine or imprisonment under 18 U.S. Code, Section 1001. /�l1 ® Check here if comments are provide n back of form. Were latitude and longitude in Section A provided by a ® Check here if attacilmentS� �/ �feerised land surveyor? ® Yes ❑ No / Certifier's Name S PHEN J. BR License Number 4049 Title SURVEYOR & MAPPER/ompany Name STEPHEN J. BROWN, INC. Address 61 EAST 57H S EET City STUART State FL ZIP Code 34994 Signature STEPHEN . B591fq I Date 04/02/14 Telephone (772) 288-7176 FEMA Form 0-33 (7/12) V See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE; page 2 ram" IMPORTANT: In these spaces, copy the onding information from Section A. FOR INSURANCE COMPANY USE - < Building Street Address (including Apt., nit, Suite, and/or Bldg. No.) or P.O. Route and Box No. -Policy Number.' 892 NETTLES BLVD. City JENSEN BEACH State FL ZIP Code 34957 Company NAIC Number ` S ION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both si of this le/atn Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Commen C2e IS T VUNA8c F OOD VENT P NE A VALUE OF 145 SQ/FT PER VENT (8 X 145= 1160 SQ/FT PROVIDED) SEE CERTIFICATION OF ENGINEERED J. Date 04/02/14 SEC-T'ION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑. below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments. SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8-G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building:. ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local CXflcial's Name Title Community Name Telephone Signature Date Comments Check here if attachments. FEMA Form 086-0-33 (7/12) Replaces all previous editions. .�aL �T- .- ,� V�i �� �K� � I. y�'..' F zC �:` . � � i N �� �' r f ,(�{ � «.' �.�t �,ir 1�i� r ���'d.' '1� b. �� ® �.' -- 3 -- � - ��' 4s,-�' . , �. - } �� f.. ^ _ •, ��' � �,� �_ - , ; r. } _� ` �. _ �=xa t` �# � �+ z' - �- -' � `�` - __ _ -__ �- <' � 4 � �a ,pp. 'Sr �� L`'.k. �' . �� yc _ ;�_ 1 ��. }i` � _ , �— �_ ar x� t„� _ } -t}ii ��� �, s :�: r a ": -i` a �'^ , .r...;� vim. -r` t i � �-t - , �. t .3. �r .. .y' �'f' � '.-} ` �� r EI-Er"TION CERTIFICATE, pages 3uilCling Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 892 NETTLES BLVD. City JENSEN BEACH State FL ZIP Code 34957 Company NAIC Number. If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. DATE OF PHOTOGRAPHS:03/28/14 k' x �N I r � g / FEMA Form 086-0-33 (7/12) Replaces all previous editions. 'ELEV9TION CERTIFICATE, page 4 Building Photographs Continuation Page IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number. 892 NETTLES BLVD. City JENSEN BEACH State FL ZIP Code 34957 Company NAIC Number. If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. DATE FEMA Form 086-0-33 (7/12) Replaces all previous editions. CERTIFICATION OF ENGINEERED FLOOD OPENINGS (FEMA TB-1 August 2008) I do hereby certify that the FLOOD SOLUTIONS LLC Flood Vent properly installed and sized in accordance with Federal Emergency Management Agency's (FEMA's) National Flood Program regulations is designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for entry and exit of floodwater during floods up to and including the base 100-year flood. l also do hereby certify that I calculated the Non Engineered Net Free Air and Engineered Opening size for each model and size of FLOOD SOLUTIONS LLC flood vents The results of the calculations are recorded in the table below. The Engineered siZ6 opening calculation was performed using the formula in FEMA Technical Bulletin 1— August 2008, Openings in Foundation Walls for Buildings Located in 5pe:iai Flood Hazard Areas in accordance with the National Flood Insurance Program (NFIP) and ASCE/SEI 24-05, Flood Resistance Design and Construction. I measured the Non Engineered Net Free Air by calculating the minimum distance between :tie top blade and the top of the vent times the dear opening width of the vent; plus the minimum distance between the bottom blade and the bottom of tFe vedt the clearopening width of the vent; plus the minimum distance between each blade times the number of spaces between the blades invent times the clear opening width of the vent. l used the formula in T8 1—August 2008 (A° = 0.033 (1/C] JIM) to determine the Engineered Opening size for each model listed below. I used the following assumptions: A° = total net area of openings required (in2); 0.033 = coefficient corresponding to a factor of safety of 5.0 (in2 nr/ft3)• c = 0.40 opening coefficient (ASCE 24 Table 2-3 "rectangular, long axis horizontal, short axis vertical unobstructed during design flood") or C = 0.35 (square unobstructed during design flood); R = 5 ft/hr worst case rate of rise and fall; and Ae =1 ft2 total enclosed area. Note. When the horizontal dimension is twice or more the vertical dimension, use 0.4, as the dimensions approach a square, interpolate from 0,4 to 0.35. A° / Ad = 0.033 [1/C] R = 0.033 [1/0.40 for rectangle, long±axis horizontal] = 0.4125 in' per ft2 or A° / Ae = 0.033 [I/Cl R = 0.033 [1 / 0.35 for square] = .4719 inz per ftz Each individual opening, and any louvers, screens, or other covers, shall be designed to also* automatic entry and exit of floodwaters during design flood or lesser flood conditions; there shall be a minimum of two openings on different sides o= Each enclosed area; if a structure has more than one enclosed area below the DFE, each area shall have openings; openings shall not be less than 3 inches in any direction in the plane of the wall; the bottom of each required opening shall be no more than 1 ft. above the adjacent grade; the difference between tie exterior and interior floodwater levels shall not exceed L ft. during base flood conditions; in the absence of reliable data on the rates of rise and fall, assume a -ate of rise and fail of 5ft/hr; where data or analysis indicated more rapid rates of rise and fall, the total net area of the required openings shall be Increased to account for the higher rates of rise and fall_ IENGINEERED MODEL Number SIZE of OPENING: Net Free Air OPENING Flood Solutions: i WIDTH X HEIGHT) (square nci hes): Each vent covers; + III uare ft. 1412-F 14-1/2' x 12" 67 ! t I 1509-F 1608-F 1608-D 1608-C 1616-F 1616-D 2412-F 2412-D 2416-F 2416-D 3208-F 3208-D SIGNATURE: NAME: DANIEL G. FARARAUGH TYPE OF LICENSE: PROFESSIONAL ENGINEER STATE: FLORIDA LICENSE NUMBER: 48349 DAN FARABAUGH, P.E. FARABAUGH ENGINEERING AND. TESTING, INC. 401 WIDE DR., McKEESPORT, PA 1513S PHONE: 412-7514001 FAX 412-751-4003 16"x8" 16" x 8" 16" x 8" 16" x 16" 16" x 16" 24" x 12" 24" x 12" 24" x 16" 24" x 16" 32" x 8" 32" x 8" 5; --,1 i 124 5- 124 65 158 104 I 221 102 - 21s 113` 274 110 j 267 156 362 154 357 104 252 144 - 252 �` p • FA p �i ? O�' No 48349 ZZ �pn ; STATE OF 2$rfl f 1 12113 1z 0 ((11 �—, lT �f Mark McGYes r Enterprises, In. Okeechobee Architects Collaborative AA26001573 180 NW 3rd AVE, SUITE C, OKEECHOBEE, FL 34972 OFFICE: 863.467.2690 — FAX: 863.467.9117 March 31, 2014 St. Lucie County Building Department Permit Number: 1401-0114 Address: 892 Nettles Blvd Joe, Please note the following: 1) Per R408, there is a slab below the structure consisting of a vapor barrier in compliance with this code. This allows the requirement to revert to 1500 sf instead of 150 sf. This reduces the 4 of vents to (3). There are seven (7). 2) Per R322.2.2 Please review the product "Model 1412-F" provided by Flood Solutions, LLC. and the subsequent compliance report (FEMA TB -I) as it allows the unit in question to service 145 SF of area in question. With 940 SF, this would require 6.5 , or seven (7) units. If there are any lark McCree Architect OAC Enterprises, Inc. MM/cb please do not hesitate to contact me. U U.S. DEPARTMENT OF HOMELAND SECURITY ��_EVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB NO. 1660-0008 National Flood Insurance Program In--, Aant: Read the instructions on pages 'l'--_: Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name THOMAS & KAREN POSTMUS #4058-61 Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number: 892 NETTLES BLVD. City JENSEN BEACH State FL ZIP Code 34957 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 892, SECTION II, OUTDOOR RESORTS OF AMERICA AT NETTLES ISLAND A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 27°17'05.84"N Long. 80°13'19.55'W Horizontal Datum: ® NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8. For a building with, a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent.grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b WA sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12111 C0311 J 08/19/91 Effective/Revised Date Zone(s) AO, use base flood depth) 02/16/12 AE 6.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ 'Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date: ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ® Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: 872 2312 G Tidal Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. d- a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 6.87 ® feet ❑ meters c cV b) Top of the next higher floor N/A. ❑ feet ❑ meters , O c) Bottom of the lowest horizontal structural member (V Zones only) N/A. ❑ feet ❑ meters r1 d) Attached garage (top of slab) N/A. ❑ feet ❑ meters Q e) Lowest elevation of machinery or equipment servicing the building 6.45 ®feet El meters � (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 3.1 ® feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 3.4 ® feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N/A. ❑ feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by and surveyor, engineer arcFitect authorized by law to certify elevation information. I certify that the information on t' Certificate represents my efforts to interpret the data available. I understand that any f atement may a punishable byfilfe or imprisonment under 18 U.S. Code, Section 1001. ® Check here ' comments a prov' on back o f rm. Were latitude and longitude in Section A provided by a.. ® Check re if attachments. licensed land surveyor? ® Yes ❑ No Certifier ame STEPHEN J. RO N License Number 4049 Title S RVEYOR & MAP R Company Name STEPHEN J. BROWN, INC. Addre s 619 EAST' S�f City STUART State FL ZIP Code 34994 Signakre STEP . BROVFN Date 03/10/14 Telephone (772) 288-7176 FEMA Form 086-0-33 (7/12) See reverse side for continuation. Replaces all previous editions. A ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the c- 'sponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number. 892 NETTLES BLVD. City JENSEN BEACH State FL ZIP Code 34957 Company NAIC Number: SEC D — SURV EYOC, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sid ofthis le do Certifi for (1) community official; (2) insurance agent/company, and (3) building owner. Comments' C2e IS TK A/C/UN BROWN Date 03/10/14 \-SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. . E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑-above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8-G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G10) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Z6ne,AO�, depth'of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's'desigh-h6otl elevation: ❑ feet ❑ meters Datum Local Orlicial's°Name Title Community, Name Telephone Signature; l-1 Date Comments 1 ❑ Check here if attachments. FEMA Form 086-0-33 (7/12) Replaces all previous editions. 1 ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 892 NETTLES BLVD. City JENSEN BEACH State FL ZIP Code 34957 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. DATE OF PHOTOGRAPHS:03/07/14 RX If i W�11 VX lie rd F r , FEMA Form 086-0-33 (7/12) Replaces all previous editions. CLEVATION CERTIFICATE, page 4 Building Photographs Continuation Page IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 892 NETTLES BLVD. City JENSEN BEACH State FL ZIP Code 34957 Company NAIC Number - If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. DATE OF PHOTOGRAPHS:03/07/14 Ul FEMA Form 086-0-33 (7/12) Replaces all previous editions. O Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462.6443 PROPERTY INFORMATION Address: 892 Nettles Blvd City I State I Zip: Jensen Beach, FI 34957 Parcel #: 4502-501-1078-000/5 Zoning: HIRD APPLICATION INFORMATION Permit Number: 1401-0114 Permit Type: BUILDING RESIDENTIAL (SFR) CONTRACTOR INFORMATION Contractor Name: Dennie H New Business Name: Dennie H New Construction Co Business Addr: 7194 Sw Busch St City / State I Zip: Palm City, FI 34990-5562 REVIEWS AND COMMENTS REVIEW COMMENTS 1 Owner(s): H Karen Postmus / Thomas J Postmus Jurisdiction: SAINT LUCIE COUNTY Lot#: Block: Stories: Automatic Sprinkler System? No Fax Number. 772-220-2439 V Email: Fivestarhousing@Att.Net Review Type Status Reviewed By Date Started Date Completed Date Released DOCUMENTS MISSING PENDING 1/16/2014 Comment: THE CONTRACTOR/AGENT IS REQUIRED TO SIGN THE FLOOD HAZARD MEMO AT TIME OF PICK UP. FRONT COUNTER REVIEW COMPLETE Audrey Humphrey 1/10/2014 1/10/2014 Comment: PE REVIEW COMMENTS (2) INCOMPLETE Joe Cicio 2/12/2014 Comment: SUBMIT THE MANUFACTURERS SPECIFICATIONS FOR THE HYDRO VENTS *** SECOND REVIEW REVIEWED THE DOCUMENTS SENT FROM DURABUILT FOUNDATION VENTS FOR THE 12" X 16" VENTS THE FREE VENT AREA DOES NOT MEET CODE REQUIREMENTS FOR UNDER FLOOR VENTILATION 2/10/2014 REQUIREMENTS [ SEE FBCR408.2 ] / THE FREE VENT AREA DOES NOT MEET CODE REQUIREMENTS FOR THE REQUIRED HYDRO VENT FREE AREA S.F. H [ SEE FBCR 322.2.2 ] FOR THE REQUIREMENTS OF THE ENCLOSED AREA BELOW DESIGN FLOOD ELEVATION * SHOW ALL CALCULATIONS ON PLANS WITH ADDITIONAL HYDRO OPENINGS REQUIRED 2/10/2014 Comment: COMMENTS MAILED AND E-MAILED AS OF THIS DATE PLANS EXAMINER REVIEW COMPLETE Joe Cicio 2/10/2014 2/12/2014 2/12/2014 Comment: ZONING REVIEW COMPLETE Lydia Galbraith 1/16/2014 1/27/2014 1/27/2014 Comment: x / G- �' i r ,� • ._ �: 1. `/ `.L: (� l� u� .J �. P `:� �� :.�• � f � �' r�r i y ;,':.'' .r � � . {:. �. � �' �. 15 � � ,.. . i �� 'j ri,.r' ` •7 ��� � ,r7- ,i`• i f.. • � t _ � � S I � 11 A y pp Y e' ^",' I I I L � A � 1� Y YY � 1 I� I I I I. � 1 1 A 9 �, e o Nnop liuraoutit r ounaauon vent wrote at Lowes.com rage i ul i Your ritcr®: Stuart, FL Your Store: Stuart, FL Durabuilt Foundation Vent White Item #: 891451 Model #: FVENT PW Be the first to $20.44 w Tweet 0 8+1 0 Description Foundation Vent White • Moveable louvers can be locked open or closed • Molded mesh helps prevent pest intrusion Specifications Length (Inches) 18.125 Material Polypropylene ( Width (Inches) 9.5 Color/Finish White/Pebble © 2014 Lowe's. All rights reserved. Lowe's and the gable design are registered trademarks of LF, LLC FREE !Store Pickup ,Your order will be ready for pickup from 'Lowe's Of Stuart, FL by 02125/2014. i ILowe'S Truck Delivery ;Your order will be ready for delivery to 'You from Lowe's Of Stuart, FL by 0212512014. Parcel Shipping Unavailable for This Order Sent by carriers like UPS, f FedEx, USPS, etc. AA Vent White hap://www.lowes.com/pd_89145-44645-FVENT+PW 0_?productId=3822019&Ntt=ven... 2/11/2014 FL Short Page 1 ot- 1 "FU Extruded Aluminum. Vents SHORT SPECIFICATION Extruded Aluminum: Furnish and install where indicated on drawings Sylro/Sunvent brick vents. Model "FL" choose model number.or size of.vent, as . manufactured by Sylro/Sunvent Industries, Pelham, NH, 1-800-325-4115. Brick Vents to be constructed of extruded aluminum sections, minimum thickness is .125". 6063-T5 alloy. Vents are 1-1/2" deep with a 1" front face flange. Vents are supplied with 18.X 14 aluminum mesh insect screen and 204-R1 clear.anodized finish. (Medium.bronze anodized, dark bronze anodized; mill finish, baked enamel or kynar finish also available -please specify). Specifyif any dampers (manually operable from exterior or' manually operable from interior of building) are required. Specify if any ductwork (.040" sheet metal) is required and specify the overall wall thickness if a duct extension is required. (see accessory items) Sunvent Industries div. of Sylro Sales Corp: One Industrial Drive,. #26, Pelham, NH-03076 603.595.45.56 or Toll Free 800,325.4115 Fax: 603-595-4778 E-mail: info@sunyentindusUies.com www.sunventinilustries.com View our privacy politer © SunventIndustries.com 2008 - 2014. All Rights Reserved. http://www.sLinventindustries.com/sp6cifications/fl.-short 2/11%2014 rL ruii rage i or Extruded Aluminum Vents "FL" EXTRUDED ALUMINUM FLANGED WALL VENTS SpeciFer Note: The purpose of this guide specification is to assist the specifier in correctly specifying brick and foundation wall vent products and their installation. The specifier needs to edit the guide specifications to At the needs of specific projects. Contact a Sunvent Industries Product Representative to assist inappropriate product selections Throughout the guide specification, there are Specifier Notes to assist in the editing of the file. References have been made within the text of the specification to current MasterFormat section numbers and tit/es, specifier needs to coordinate these numbers and titles with sections included for the specific project. Brackets [] have been used to indicate when a selection is required. SECTION 08 95 16 WALL VENTS Sun vent Industries FL Series Extruded Aluminum Wall Vents PART 1 - GENERAL 1.1 SECTION INCLUDES 1. [Custom] [Standard] size extruded aluminum wall vent_ s with fixed louvers for installation in [masonryj [concrete] [framed] [insert wall description] walls for ventilation. 2. Accessories. Insect screens, [damper,] [adjustable damper,] [duct extension,] [and] [inside register]. 1.2 REFERENCES 1. American Architectural Manufacturers Association (AAMA) 2. AAMA 605.2 - Voluntary Specification for High Performance Organic Coatings on Architectural Extrusions and Panels 3. AAMA 606.1 - Vo/untay Guide Specification and Inspection Methods for Integral Color AnodicFnishes for Architectural, Aluminum. 4 AAMA 607.1- VoluntaryGuide Specification and Inspection Methods for Clear. Anodic Finishes_ for Architectura/A/uminum. 5. ASTM International 6.. ASTM B209 - Aluminum and Aluminum Alloy Sheet and Plate. 7. ASTM 8221 = Aluminum -Alloy Extruded Bar, Rod, Wire, Shape, and Tube.. 8. International Residential Code (IRC): Current edition. 9. International Building Code. (IBC): Current edition. 1.3 SUBMITTALS (Specifier Note: DELETE Submittal Procedures. paragraph when not required. Coordinate requirements with Division 01, Section 0133 00 - Submittal Procedures.) 1. Refer to Section [0133 00 Submittal Procedures] [insert section: number and tit/eJ. 2. Product Data: Submit manufacturer current technical literature for each type of product: .3 Shop Drawings; Submit detailed drawings showing vent construction, dimensions, and /nstallat/on details 4. Samples: Provide minimum 3 x 5 inch of each color indicated. (SpeciFer Note: DELETE LEED submittal requirements when project is not pursuing LEER certification. LEED-NC v22 credits are in red LEED-NC v3 credits are in red bold,) http://www.sunven.tindu.stries.com/specifications/fl-full 2/ 11 /2014 FL Full _ Page 2 of 5 1. LEED Submittals., 2. Material and Resources (MR) 3. Product Certificates for Credit [M R 4] [MR 4.1[and Credit MR 4.2]].• For products ha ving recycled content, documentation indicating percentages by weight of postconsumer and preconsumer recycled content. 4. Product Certificates for Credit[MR 5][MR 5.1[and Credit MR 5.2]].• For products and materials required to comply with requirements for regionally manufactured materials Include statement indicating cost, location of manufacturer, and distance to Project for each regionally manufactured material. PART 2 - PRODUCTS (Specifier Note: If wall vents are to be included in a Division 3 - Concrete, Division 4 - Masonry or Division 07 - Thermal and Moisture Protection section copy "Wall Vents "article into appropriate Section and delete 'Substitution Limitations"and 'Materials "paragraphs, edit remaining paragraphs for project conditions) 2.1 WALL VENTS 1. Manufacturer. • Sun vent Industries, a division ofSylro Sales Corporation, 1 Industrial Drive, No. 26, Pelham, New Hampshire 03076; 800-325-4115; www.sunventindustries.com(http://wvww.sunventindustries.com/). 2. Model. FL Series Extruded Aluminum Wall Vent. (Specifier Note: DELETE or COORDINATE Substitution Limitations paragraph /f substitutions are addressed in Division 01, Section 012100 - Substitution Procedures) 1. Substitution Limitations 2. Submit written request for approval of substitutions to the Architect [a minimum of[14] days prior to the date for receipt ofb/ds][Insert time period] 3. Substitutions following award of contract are not allowed except as stipulated in Division 01- General Requirements 4. Materials 5. Extruded aluminum: 0.125 inch minimum thickness extruded aluminum complying with A577'1 B221, Alloy 6063, Temper T-5. 6. Sheet aluminum: 0.040 inch minimum thickness complying with ASTM 8209. 7. Fasteners Type, size, and spacing as recommended by vent manufacturer for project conditions (Specifier Note: Include sealant paragraph if vents are to be installed with sealant.) 1. Sealant and backer rod. Type as [specified in Section 07 92 00 - Joint Sealants] [Insert section number and title] [recommended by vent manufacturer]. (Specifier Note: Wall vents can be ordered in standard sizes ranging from 8118 inch wide by 2 318 high to 48 inches wide by 73/4 inch tall. Refer to Sunvent product literature for available stock sizes Custom sizes can be ordered to up to 96 inches in width or height without exposed mullions Contact Sun vent Industries for vertical load capacities of extruded aluminum wall vents) (Specifier Note. When determining vent size Chapter 12; Section 1203.3 of the IBC or Chapter 4; Section R408 of the IRC requires 1 square foot of free area for every 150 square feet of under floor area with one vent opening located within 3 feet of each coiner. If the ground within the under floor area is covered by a Class 1 vapor retarder the vent requirement may be decreased to 1 square foot of vent area for every 1,500 square feet of under floor area provided that the vents are placed to allow for cross -ventilation of the under floor area.) Wall Vent Free Area in square feet - Standard Sizes., Vent Height (inches) Vent Width I 12-318 I 4-3,14 17--314 111-314 115-3,14 hfp://www.sunventindustries.com/specifications/fl-full 2/11/2014 YL mull _ Page 3 of 5 8-118 0. 029 SF 0.080 SF a 136 SF a207 SF a279 SF 12-518 0.044 SF 0.120 SF 0.204 SF 0.310 SF b 0.418 SF 15-518 0.056 SF 0.156 SF 0.263 SF 0.400 SF 0.540 SF 16-112 0.060 SF 0.196 SF 0.280 SF 0.426 SF 0.575 SF 24 0.088 SF 0.271 SF 0.408 SF 0.620 SF 0.836 SF 32 0.117 SF 0.321 SF 0.543 SF 0.826 SF 1.115 SF 1. Nominal [standard][custom] sizes- 2. Width:[8-1/8][12][15-5/8][16-1/2][24][32][48][Insert required widthJ inches 3. Height: [2-3/8J[4-3/4J[7-3/4][II-3/4][15-3/4J[Insert required height] inches 4. Depth: 1-1/2 inches 5. Free Area per vent.- [Insert wall vent free area] square feet. 6. Construction: -Extruded aluminum framed vent with 1 inch front flange and overlapping horizontal louver blades fabricated from extruded aluminum sections 7. Louverblades, Fixed, horizontal blades 1 inch deep at 1 inch centers Blade shall beset at 45 degrees Top ofbiade formed with storm drip. 8. Frame: 1) Material: Extruded aluminum. 2) Exposed frame shall be 1 inch wide on all sides of vent. 3) Bottom of vent shall have an integral water stop at back of vent frame. 1. Fabricate vents with mechanical connections such that all fasteners are concealed when vent is installed. 2. Insect screen: Aluminum 18 by 14 mesh screen set behind louvers in extruded stop on frame. 3. [Accessories• 4. [Adjustable damper. Operable spring hinged, flap damper set behind horizontal fixed louver blades Damper shall be operable from exterior of vent using stainless steel flat head 5. [Opposed vertical blade damper. Opposed vertical blade damper set behind horizontal fixed louver blades, unit shall be operable from exterior of vent with screwdriver. (In this case a straight duct extension is required see note below)] (Specifier Note: Wall vents can be ordered with duct extensions to accommodate various wall thicknesses When opposed vertical blade damper is required, assembly must include a minimum 2 inch duct extension between the wall vent and the damper to accommodate the damper.) 1. [Duct extension: Straight, rectangular aluminum sheet duct extension fastened to wall vent. Wall depth as indicated on Drawings] (Specifier Note: Wall vents can be ordered with inside registers which are shipped loose and attached to inside wall face or attached to duct extensions) 1. [Inside register.• Aluminum register, with individually adjusted multi -blade register Size to accommodate wall vent size.]] http://www.sunventindustries.com/specifications/fl-full 2/11/2014 r"L r'ull Page 4 of 5 (Specifier Note: Optional vent attachment is to field fabricate aluminum strap or angles for securing vents in a concealed attachment method (no exposed fasteners on front flange of vent). Clip angles are not provided by manufacturer and must be provided and fabricated by installer.) 1. [Clip Angles: Aluminum strap or angles; ASTM 6209.]] 2. Finish: (Specifier Note: Choose anodized finish, painted finish, or mill finish. Clear anodized is the standard finish if no finish is specified.) 1. [Anodized Finish: [Clear anodized coating complying with AAMA 607.1 - MMIOC22A31.] [[Medium] [Dark] Bronze anodized coating complying with AAMA 606.1 - MMIOC22444.]] (Specifier Note: Refer to Sunvent Industries product literature for available colors) 1. [Painted Finish: 2. [Thermoset polyester enamel.] [Fluoropolymer Kynar colored coating complying with AAMA 605.2.] 3. Color. [Insert color choice][As selected by Architect from manufacturer's standard range][Custom color as designated by Architect].] 4. [Mill Finish.] (Specifier Note: Delete if no adjustable dampers, duct extensions or inside registers are required.) 1. Insect Screen [,] [Adjustable Damper] [Duct extension][and] [Inside Register] Mil/finish. PART 3 - EXECUTION 3.1 EXAMINATION 1. Provide field measurements as required to achieve proper fit of wall vents (Specifier Note: Edit paragraph to meet project requirements, delete concrete and framed examination requirements if masonry construction is being used.) 1. [Concrete formwork] [and] [Framed construction] 2. Venfy that block -outs have been provided in foundation wall [formwork] [and] [framing]. 3. Venfy that recommended clearances and necessary attachment framing has been provided to allow for installation of wall vent. 3.2 PREPARATION 1. Masonry Construction: 2. [When vents are to be installed as masonry work progresses verify construction schedule and have wall vents delivered so as to avoid delays] 3. [When vents are to be installed after masonry work has been completed verify that masonry has support to span vent opening.] (Specifier Note: Edit paragraph to meet project requirements, delete existing construction paragraph when vents are being installed into new construction.) 1. Existing Construction: 2 Refer to Section [0173 00 - Execution] [insert section number and title] with regards to cutting of existing construction. 3. Cut vent opening in existing construction level, plumb, and square. Provide manufacturer recommended clearances around vent to allow for vent attachment and finishing. 3.3 INSTALLATION 1. General.- 2. Do not install vents that are damaged or scratched. Replace damaged and scratched vents 3. Install vents secure, level, and plumb. http://www.sunventindustries.com/specifications/fl-full 2/11/2014 . FL Full rage -) or:) 4. Auer installation is complete seal around perimeter flange of vent with sealant. 5. Masonry construction: 6. Build vents into wall with mortar as part of masonry construction specified in Section [04 20 00 - Unit Masonry][Insert section number and title]. 7. Protect exposed vent surfaces from wet mortar. 8. Install vents, [and] [duct extensions] in accordance with manufacturers installation instructions and approved shop drawings 9. When vents are wider than 30 inches, set only top and bottom of vent in mortar. At vent sides use sealant and backer rod to allow for expansion and contraction of vent. (Specifier Note: Include "Masonry construction ; "Concrete foundation walls -or "Framed construction "paragraph if vents are to be installed after wall is constructed and finished. Delete paragraph if vents are installed as masonry wall is constructed.) 1. [Masonry construction][Concrete foundation walls] [and] [Framed construction]. 2. Install vents, [and] [duct extensions] in accordance with manufacturers installation instructions and approved shop drawings (Specifier Note: Choose from 3 attachment methods for vents, the exposed fastener method is the most common and preferred method of installation.) 1. [Exposed Fasteners: Drill two holes, minimum, in front flange of vent, mechanically secure vents to wall substrate I (Specifier Note: Clip angle attachment method is used when exposed fasteners on front face of vent are not desired.) 1. [Clip Angles. • Mechanically secure vents to wall substrate using two clip angles, minimum . Fabricate wall angles to suit wall thickness and mechanically attach to rear of vent box for concealed attachment.] (SpeciFer Note: Ductwork attachment is used when vent is being used as an air intake or exhaust vent associated with mechanical ductwork.) 1. [Ductwork attachment: Mechanically secure vents to ductwork.] 2. Attach inside registers to [duct extensions][inside face of wall] in accordance with manufacturer's installation instructions and approved shop drawings 3.4 CLEANING AND PROTECTION 1. Allow wet mortar or cement plaster on exposed vent surfaces to harden, but not set, prior to removal. Mortar or cement plaster shall be cleaned from vent with dry burlap rag to prevent scratching. 2 Remove excess sealant with mineral spirits or other solvent acceptable to sealant manufacturer 3. Wash exposed surfaces with solution of mild detergent applied with soft cloth. Remove dirt from corners Wipe surfaces clean. END OF SECTION Sun vent Industries div. ofSylro Sales Corp. One Industrial Drive, #26, Pelham, NH 03076 603.595.4556 or Toll Free 800.325.4115 Fax., 603-595-4778 E-mail.• infoOsunventindustries.com www.sunventindustries.com View our privacy policy O Sunventlndustries com 2008 - 2014. A# Rights Reserved. http://www.sunventindustries.com/specifications/fl-full 2/11/2014 Joe Cido From: Joe Cicio Sent: Wednesday, February 12, 2014 10:44 AM To: FIVESTARHOUSING@COMCAST.NET Cc: Joe Cicio Subject: Second review comments for permit Number 1401-0114 Attachments: Report_FL_Review_Comments_Noncompliantjrf[l].pdf Dear St. Lucie County Permit Applicant, Please see the attached plan review comments which have been generated for your permit. As soon as we receive the modified plans and any additional required documentation back from the design professional , contractor or owner we will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to permitting for permit issuance. Thank you, Joseyk X c4do Plans Examiner II Standard Building Inspector Building Plans Examiner One and Two Family Dwelling Inspector One and Two Family Plans Examiner St. Lucie County Planning and Development Services 772-462--1553 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 t 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. Planning & DevelopinentSe"nrices. Building & Code Regulation DlAsion 2300'VirginiaI Avenue :Fort Pierce, Fl. 34982 Phone:(772)462 2172 F'ax:(772)462-6443 PROPERTY INFORMATION Address: 892 Nettles Blvd City / State / Zip: Jensen Beach, FI 34957 Parcel #: 4502-501-1078-000/5 Zoning: HIRD APPLICATION INFORMATION Permit Number: 1401-0114 Permit Type: BUILDING RESIDENTIAL (SFR) CONTRACTOR INFORMATION Contractor Name: Dennie H New Business Name: Dennie H New Construction Co Business Addr: 7194 Sw Busch St City / State / Zip: Palm City, FI 34990-5562 REVIEWS AND COMMENTS REVIEW COMMENTS 1 Owner(s): H Karen Postmus / Thomas J Postmus Jurisdiction: SAINT LUCIE COUNTY Lot#: Block: Stories: Automatic Sprinkler System? No Fax Number: 772-220-2439 ; Email: Fivestarhousing@Att.Net Review Tvae Status Reviewed By Date Started Date Completed Date Released DOCUMENTS MISSING PENDING 1/16/2014 Comment: THE CONTRACTOR/AGENT IS REQUIRED TO SIGN THE FLOOD HAZARD MEMO AT TIME OF PICK UP. FRONT COUNTER REVIEW COMPLETE Audrey Humphrey 1/10/2614 1/10/2014 Comment: PE REVIEW COMMENTS (2) INCOMPLETE Joe Cicio 2/1212014 Comment: SUBMIT THE MANUFACTURERS SPECIFICATIONS FOR THE HYDRO VENTS *** SECOND REVIEW 2/10/2014 2/10/2014 Comment: PLANS EXAMINER REVIEW Comment: ZONING REVIEW Comment: REVIEWED THE DOCUMENTS SENT FROM DURABUILT FOUNDATION VENTS FOR THE 12" X 16" VENTS THE FREE VENT AREA DOES NOT MEET CODE REQUIREMENTS FOR UNDER FLOOR VENTILATION REQUIREMENTS [ SEE FBCR408.21 / THE FREE VENT AREA DOES NOT MEET CODE REQUIREMENTS FOR THE REQUIRED HYDRO VENT FREE AREA S.F. H [ SEE FBCR 322.2.21 FOR THE REQUIREMENTS OF THE ENCLOSED AREA BELOW DESIGN FLOOD ELEVATION * SHOW ALL CALCULATIONS ON PLANS WITH ADDITIONAL HYDRO OPENINGS REQUIRED COMMENTS MAILED AND E-MAILED AS OF THIS DATE COMPLETE Joe Cicio 2/10/2014 2/12/2014 2/12/2014 COMPLETE Lydia Galbraith 1/16/2014 1/27/2014 1/27/2014 Planning 8 Development Services Building S. Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34.982 Phone:(772)469.2172 Fax:(772)462.6443 PROPERTY INFORMATION Address: 892 Nettles Blvd City / State / Zip: Jensen Beach, FI 34957 Parcel #: 4502-501-1078-000/5 Zoning: HIRD APPLICATION INFORMATION Permit Number: 1401-0114 Permit Type: BUILDING RESIDENTIAL (SFR) CONTRACTOR INFORMATION Contractor Name: Dennie H New Business Name: Dennie H New Construction Co Business Addr: 7194 Sw Busch St City / State / Zip: Palm City, FI 34990-5562 REVIEWS AND COMMENTS REVIEW COMMENTS 1 Owner(s): H Karen Postmus / Thomas J Postmus Jurisdiction: SAINT LUCIE COUNTY Lot#: Block: Stories: Automatic Sprinkler System? No Fax Number: 772-220-2439 Email: Fivestarhousing@Att.Net Review Type Status Reviewed By Date Started Date Completed Date Released DOCUMENTS MISSING PENDING 1/16/2014 Comment: THE CONTRACTOR/AGENT IS REQUIRED TO SIGN THE FLOOD HAZARD MEMO AT TIME OF PICK UP. FRONT COUNTER REVIEW COMPLETE Audrey Humphrey 1/10/2014 1/10/2014 Comment: PLANS EXAMINER REVIEW INCOMPLETE Joe Cicio 2/10/2014 Comment: SUBMIT [ 2 ] PRODUCT REVIEW AFFIDAVITS FROM YOUR DESIGN PROFESSIONAL AND [ 2 ] ATTACHED 2/10/2014 PRODUCT APPROVALS FOR THE SLIDING GLASS DOORS FROM THE LIVING ROOM TO THE DECK * IF NON IMPACT RATED DOORS ADD THE HURRICANE PROTECTION TO THE AFFIDAVIT * THESE HAVE BEEN EXCLUDED FROM THE MODULAR UNIT 2/10/2014 Comment: SUBMIT THE MANUFACTURERS SPECIFICATIONS FOR THE HYDRO VENTS 2/10/2014 Comment: COMMENTS MAILED AND E-MAILED AS OF THIS DATE ZONING REVIEW COMPLETE Lydia Galbraith 1/16/2014 1/27/2014 1/27/2014 Comment: Joe Cido To: FIVESTARHOUSING@COMCAST.NET Cc: Joe Cicio (cicioj@stiucieco.org) Subject: Review Comments for # 1401-0114 Attachments: Report_FL_Review_Comments_Noncompliantjrf[1].pdf Dear St. Lucie County Permit Applicant, Please see the attached plan review comments which have been generated for your permit. As soon as we receive the modified plans and any additional required documentation back from the design professional , contractor or owner we will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to permitting for permit issuance. Thank you, "Tm'? . M. Gic%o Plans Examiner II Standard Building Inspector Building Plans Examiner One and Two FamilyDwellingInspector One and Two Family Plans Examiner St. Lucie County Planning and Development Services 772-462--1553 ode ` Planning&Developmentservlces. REVIEW COMMENTS Building & Code Regulation Division . 230.0 Virginia Avenue Fort Pierce, FL. 34982 Phone:(7,72)462-2172 Fak (772)462.644$ Pagel PROPERTY INFORMATION Address: 892 Nettles Blvd Owner(s): . H Karen Postmus / Thomas J Postmus City / State I Zip: 'Jensen. Beach, FI 34057 Parcel #: 4502-501-1.078-000/5. Jurisdiction: SAINT LUCIE COUNTY . Zoning: : HIRD Lot#: Block: APPLICATION INFORMATION Permit Number: 1401-0114 Stories: Automatic Sprinkler System?. No . Permit Type: BUILDING RESIDENTIAL.(SFR) CONTRACTOR. INFORMATION ,: .. Contractor Name: Dennie H New . fax Number: 772-220-2439 Business Name: bonnie H New Construction Co Email: Fivestarhousing@Att.Net . Business Addr: 7194 Sw Busch St City/State / Zip: Palm City, FI 34990-5567 REVIEWS AND COMMENTS Review yve Status Reviewed By Date Started Date Completed Date Released DOCUMENTS MISSING. PENDING 1J16/2014 Comment: THE-CONTRACTOR/AGENT IS REQUIRED TO SIGN THE FLOOD HAZARD MEMO AT TIME OF PICK. UP.: FRONT: COUNTER REVIEW. COMPLETE " - Audrey Humphrey V10/2014 1/10/2014 . Comment: PLANS EXAMINER REVIEW_ INCOMPLETE Joe Cicio 2/10/2014 Comment: SUBMIT.[ 2.] PRODUCT:REVIEW AFFIDAVITS. FROM YOUR DESIGN PROFESSIONAL AND [ 2 ] ATTACHED . PRODUCT APPROVALS FOR THE SLIDING GLASS DOORS FROM.THE LIVING ROOM THE DECK *.IRNON. 2/10120.14 -TO IMPACT RATED DOORS ADD THE'HURRICANE PRO_ TECTION TO THE AFFIDAVIT * THESE HAVE BEEN EXCLUDED -FROM THE MODULAR UNIT 2/10/201.4 Comment: SUBMIT THE MANUFACTURERS SPECIFICATIONS FOR THE HYDRO VENTS 2/10/2014 Comment: COMMENTS MAILED: AND E-MAILED AS OF THIS DATE ZONING REVIEW COMPLETE _ Lydia Galbraith 1/16/2014 1/27/2014 1/27/2014 .. . 'Comment: . Ali Planning & Development Services Department IJ Building & Regulations Division ' - Product Review Affidavit Building Permit # Owners Name Applicant: S:�\eL \� Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type. Method of Attachment Windows Mullions Fixed Glass Block Glass Skylights Slidingr1 Glass Doors �lJ �`t'S1 `�VA "\ 1 �- L Q ?fi` Swing Type Doors French Doors Garage Doors Hurricane Protection Roof Ventilation Roofing Material I have reviewed the above components or cladding and I have approved their us this structure. These products provide adequate resistance to the wind loads and forces specified by. current code provisions. Name: e- . Signature: seal r Design .Prof: �1�� [ �ecr_Cert. No. Z Date: 2 /! t Florida Building Code Online Page 1 of 2 Professional-e a �r Florida Departrnent BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats & Facts ; Publications FBC Staff " BCIS Site Map Links Search !� Busines C,�roaal ;;' product Approval 'rofessi USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail > • ` i� FL # - FL12796-R4 Application Type.. - . Revision _ Code Version - 2010 Application Status Approved "Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. - Comments - .. Archived' - - - Product Manufacturer JELD-WEN . Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 205-1171 _ garyr@jeld-wen.com Authorized Signature" Gary Rollinson - _ fbc@jeld-wen.com :Technical Representative .. JELD-WEN Corporate: Customer Service Address/Phone/Email - 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800):535-3936 - - customerserviceagents@ jeld-wen.com Quality Assurance Representative Address/Phone/Email ' Category Exterior Doors Subcategory : Sliding Exterior Door Assemblies. .. Compliance. Method Certification Mark or Listing Certification Agency - National Accreditation &,Management Institute, Validated By.. National Accreditation & Management Institute, Referenced Standard and Year (of Standard) standard Year TAS 201 1994 _ TAS 202 1994 TAS 203 1994 Equivalence of Product Standards .. -. Certified By - - - - Product Approval Method Method 1 Option A - - _ Date Submitted 03/25/2013 Date Validated - 03/27/2013 - e Date Pending FBC Approval 'Date Approved 04/01/2013 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsmFBc0Dh9XI:.." 2/11/2014. . .10 )R. �. NOTICE OF PRODUCT CERTIFICATION 7" i CERTIFICATION: NO:, : NI011479 "MA' DATE: 02/26/2013 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 8224 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certificatiori criteria has been satisfied. -A NAMI approved certification label must be applied to the product to claim . certification status. Please review and advise NAMI if any corrections are required to this document. -COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Series "Premium Atlantic Vinyl. 3737 Lakeport Boulevard - 3800 Bypass" Vinyl Sliding Patio Door Klamath Falls, OR 976.01 w/Fin or Flange Installation . Configuration: OXXX Glazing: IG-3/16" Tempered Glass/Laminate-3/16", Annealed Glass/0.090" DuPont SGP Interlayer/ 3/16"Annealed Glass Frame: W-4842mm(190,63") H-2426mm(95.50") Panel: . W-1286mm(50.63") H-2360mm(92.88")- DLO: W-1048mm(41.25") H-2179mm(85.75") . SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design:Pressure: 2394 Pa (50 pst) Large Missile Impact Rated Small Missile Impact Rated - Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3851-2 Expiration Date: -December 31, 2016 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT -INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 BUILDING DROPS 398 E. Dania Beach Blvd. Suite 338 J A Perfect Solution in Every Drop Dania Beach, FL_33004 M 954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Premium Atlantic Vinyl-Sliding_Patio Door for Florida Product Approval FL# FL Report No. 2328 Florida Building Code 2010 Per Rule 9N-3 Method: 1- A (Certificate) Category: Exterior Doors Sub — Category: Sliding Exterior. Door Assemblies Product: Premium Atlantic Vinyl Sliding Patio Door. Material: PVC Product Dimensions: 190.625"x 95.,5" (O'Y) . Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR 97601 ���S •F •• 0 '0 � Prepared by: • 0 Hermes F. Norero P.E.- Florida Professional Engineer # 73778 -Date: 02/22/13 ; [V Contents: i 0,� Evaluation Report Pages 1 — 4 ��� •' • •... • •'' Digitally signed b Hermes FNorero, P.E. NAL 9 Y 9 Y 111111 . Reason: I am approving this document Hermes R Norero, P.E: - Date: 2013.012217:11:07-04'00' -Florida No. 73778 w BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 J Manufacturer: Product Category: Product Sub -Category: Compliance Method: Product Name: JELD-WEN, Inc. Exterior Doors Sliding Exterior Door Assemblies State Product Approval Rule 9N-3.005 (1)(a) Premium Atlantic Vinyl Sliding Patio Door (Impact) 190.625" x 95.5" (OXXX) FL#: FL Date: 02/22/13 Report No:.2328. Scope: This is a Product_ Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN, Inc. based on Rule Chapter No. 9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs -Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. - This product has been -evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions NCTL210-3851-2-FBC; signed and sealed by Hermes F. Norero, P.E. (FL #. 73778) for specific use parameters.. Limits of Use: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown_on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing NCTL210-3851-2413C require further engineering analysis by a licensed engineer or registered architect: . 5. See Installation Instructions NCTL210-3851-2-FBC for size and design pressure limitations. Hermes F. Norero,- P.E. Florida No. 73778 Page 2. of 4 . FL#: FL BUILDING DROPS Date: 02/22/13 v Report- No; . 2328 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005 (3) for. manufacturing under a` quality assurance program audited by an approved quality assurance entity through National Accreditation &Management Institute (FBC Organization #: QUA1789). Performance Standards:. The product described herein has been tested per: • TAS 201-94 • TAS 202-94 ;TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories, Inc. (FBC:Organization # TST1589) Report M. NCTL-210-3851-2,. Report Date: 12/17/2012 2.- Certification Agency National Accreditation& Management Institute (FBC Organization #: CER1773) 3: PVC Material Certification Miami -Dade PERA NOA# 12-1017.02, Ezp: 12/26/2016 4. Miami -Dade PERA (DuPont.SentryGlas Plus Interlayer) NOA# 11-0624.02, Exp: 01/14/2017 " ^ Hermes F. Norero,. P.E. Florida No:-73778 Page 3. of 4 w FL#: FL BUIWING DROPS Date: oo- 2 � Report No- 232328 " A Perfect Solution in Every Drop Certificate of Authorization: 29578 Through Frame Installation:. - 1. Approved anchor types and substrates are as follows; A. For 2x wood buck substrate (min.:SG = 0.42), use (2).#10 Wood. Screw type installation anchors per location of sufficient length -to achieve a.minimum embedment of.1.50" into _ the wood substrate. B.. For concrete (Min. fc = 3000 psi) or masonry substrate (Min. fc = 1500 psi) where one by (1X), non-structural, wood bucking is employed, use (2).3/16"diameter ITW Tapcon type concrete screw anchors per location of sufficient length to achieve minimum embedment of 1.25" into.concrete.or masonry. C. For concrete (Min. fc = 3000.psi) or masonry substrate (Min. fc = 1500 psi) where wood bucking is NOT employed, use (2) 3/16" diameter ITW Tapcon-type concrete screw, anchors per location of sufficient length to achieve minimum. embedment of 1.25"-into concrete or masonry: D. For steel substrate, uses(2) #10 Tek Screw type steel frame (min. 18ga:) anchors per location of sufficient length to achieve. minimum three threads of penetration beyond steel structure. Nail Fin Installation (Where applicable): A.. For wood substrates: use (1) #10 Wood: Screw type installation anchors per location of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate.. -Refer to Installation Instructions (NCTL210-3851-2-FBC) for anchor spacing and.more details:of the installation requirements. Design Pressure: Design Pressure Positive .50 PSF . Negative 50 PSF Installation Methods: Refer.to Installation Instructions(NCTL210-3851-2-FBC).for installation methods, anchor locations, and 'more details of the installation requirements. A. Hermes F. Norero,. P.E. _A . MIN EMBEDMENT. NAIL FININSTALLATION . . - 2X WOOD FRAME MIN. DISTANCE FROM EDGE: 3/4' . .. .. .. .. 1/4" MAX ' - - 3' MAIL . - 13.46' O.C. MAX. . FROM a 1/4' MAX _ MIN. DISTANCE SHIM SPACE - FROM EDGE: 3/4" . . . THRU JAMB RNERS .5NIM SPACE - C. MAX. IJAMBS _ 2X WOOD' . FRAME . QJAMB ❑ F� - .... .. i i .. 1' 0.0 . mws' o.18.le�s• . I I/2" MIN. . . .. . - .. ' I DOW Bes EMBEDMENT G I-CQ 6LA5s BITE m .. I. i CFr1a ------------- 'GLAZING DETAIL .' t�a I ' I WOOD FRAME SECTION (TYP) L HORIZONTAL SECTION NOTE:lmh beMvn Nzling Fb 3e d W""d OW,irg -. DOOR IYIDTH (190.6ffi'"W1%.) I . - TYPICAL ELEVATION WITH FASTENER SPACING TWO; THREE AND FOUR PANEL - MAX. 1/4' X 5HIMA, CONFIGURATIONS APPROVED. :. .. :. .. ..MoL DIED TANCE ROMSLIDING PATIO DOOR . .' ,>,2 M�IEMBEDME?X 2%WOOD FRAME Max Frame DP RATING IMPACT .. .. .. .. 190.5/8 'x 5. 1/2" "9 . a'L-SO YES ' WOOD FRAME SECTION (TYP) . .. .. :. "��`"L� SECTION. Large and SmaII Missile -Impact Installation Notes: General Notes:' 1. Seal flange/frame to substrate. 1. The product shown herein is designed; tested.and manufactured to comply with the wind load criteria of 2.. Use #10 PH or. greater fastener through the -nail fin with sufficient, length to penetrate a'minimum of 1 the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida' . 1/2". into the wood framing. For2x wood frame substrate (min. S.G. =.0.42). Building Code (FBC) including HVHZ and the industry requirements forthe stated conditions: 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all. loads 2:: All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3.... At minimum, glazing is 3/16" tempered = airspace - 3/16" annealed - 0.09" SGP Interlayer by DuPont - project of installation., 306" annealed. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. ti. r e ni An impact protective system is not required where wind borne debris protection ismandated by local This schedule addresses only the.fasteners required to.anchor the '. building code. window.to achieve the rated design pressure up to the size limitations.. .7. Maximum sizes are buck sizes and do not include'fin or flange. noted. It is not intended as a guide to the installation.process and does . not address hesealing consideration that may arise in different wall • `�% - ,rI ��� ES F. pi � � ,. , Q` F �'. : ' PROJECT ENGINEER: — DRnwN BY: DATE:. - 02/.25/13.- SCALE: - - 3250 Lakeport Blvd N ' Klamath Falls,' OR. 97601 conditions. For the complete, installation procedure, see the instructions . .`� •..-p .' w : � Phone: packaged with the window or go to 1 : O D. Vezo - NTS (541) 882-3451 .. .. .. .. .. www.jeld-wen.com/resourceslinstallation. 7.. �•_ CHEaED BY.' J: Kantola TITLE: DISCLAIMER: •• T T APPROVED BY Premi OW um Atlantic Vinyl Sliding Patio Door, This drawing and its contents are confidential and are not to be` ',�0�` �', L �: _ PDbPO>�31 Nail Fin Installation (190 5/8" x 95 1/2") reproduced or copied in whole or. in part or used or disclosed to others _'E'. Yet 998 IDENTIFIER No. PIAM NAME AND LOCATION; CAD DWG. No.: REV: SHEET exce t.as. authorized b JELD-WEN Inc:. p y 3Y8 1>B� �N�`>�o .�1�� Dmia BenDL. lei: 9500E NCTL2.10=3851- =FBC, Venice, FL 0.0 �oF4 5' MA)L 19.5' O.C. MA)L FROM THRU JAMB CORNERS j O.C. MAX 2HRU n1Ra JAMBS N n m x -DOOR WIDTH (10.625- MAX.) - TYPICAL ELEVATION WITH FASTENER SPACING TWO, THREE.AND FOUR PANEL CONFIGURATIONS APPROVED 1„ EMI MIN. DISI FROM EDG MIN. DISI FROM ED6 THR&GH FRAME INSTALLATION FRAME JAMB SECTION (TYP) HORIZONTAL SECTION 51_inINL? PATIO nOOR Max Frame DP RATING IMPACT 190 5/8 " x 95 1/2" A +/-50 YES WOOD FRAME SECTION (TYP) VERTICAL SECTION Large and Small Missile Impact Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of 2. Use (2)410 PH or greater fastener through the frame per location with sufficient length to penetrate a the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida minimum of 1 1/2" into the wood framing. For 2x wood frame substrate (min. S.G. = 0.42): Building Codes (FBC) including HVHZ and the industry requirements for the stated conditions. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. . At minimum, glazing is 3/16". tempered - airspace - 3/16" annealed - 0.09" SGP Interlayer by DuPont - project of installation. 3/16" annealed. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is not required where wind bome debris protection is mandated by local This schedule addresses only the fasteners required to anchor the building code. window.to achieve the rated design pressure up to the size limitations .1. Maximum sizes are buck sizes and do not include fin or flange. noted. It is not intended as a guide to the installation process and does not address he sealing consideration that'may:arise in different wall ��� /11 J� ES F. 0 '�i �� ,l • - PROJECT ENGINEER: -- DATE:. 02/25/13 JJ 3250 Lakeport Blvd ELDN Klamath Falls, OR. 97601 conditions. For the complete installation procedure, see the instructions ��� ��: '':�'P �� �• DRAWN BY: D. VezO SCALE: NTS . Phone: (541) 882-3451 packaged with the window or go to 7 _;•0 CHECKED BY:' . TITLE: www.jell-wen.comlresourcesfinstallation. _ �t . = * _ J: Kantola DISCLAIMER:�pT�•'-•� • T T o APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door OXXX CP:''�w�� — �� �� Through Frame Installation (190 5/8 x 95 1/2 ) This drawing and its contents are confidential and are not to be in disclosed to •• F1 F 'rE S'�,i��E• PAR6PO�E�� 0 reproduced or copied whole or.in part orused or others ,c� exce t as authorized b JELD-WEN Inc:. P Y 3� �! 41I t11s0 Sdt@ Dante) . 93004 338 IDENTIFIER No. NCTL210=3851- PLANT NAME AND LOCATION: =FBC . Venice, FL'. CAD DWG. No.: REV: 00 SHEET 2 OF4 n0cmK" SYMsoyS "am � Rac� aes �W° DwITDEB eLEcrurx PAx-L rH-Ruo CrRwlr R rTPUCA1 'Plt Sa el5q O oN eoKes ovr. TELEPHONE PREP. .Pr. T PR ARAM uD� e.1C:LNL9w IV eLewvBIDN AT EDGE UNDER GLE -6 U �G) �," " rMEtr ;LI vlPeH°cN 11 ARC °Prt NAL ADmoN.0 BLsiALLeo wift�oui ceiP°biovAL. C_ ]EGLENr LIG� uxD PAx XIT UH,PREP. ENTER e�HT PneP. 4LEBSEOIURIACE NOUNT �pAN P TYPICALLY Re0'l S IN CWNERGAL.VFJCn-. ONLY LIGHTS �,"R`A°T`„IB°a cesis°wa °u.Rml 4 -. BR LIGHT e Po + [-INN Ebeexr ,� e ,!. xt� BOT _ - p�10@° no0 - BY ECEESSID 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT COVERS) - INCLUDING ALL EXT. RECEPTACLES & LIGHT FIXTURES. 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED "WRU (WEATHER RESISTANT). 2 [INSIDE FAH1 CFI WP 13 I 2 Ie mcmr L cacm softua ICIRCUIITT IISCCMwit°w IA4XPeN ER SIZEeleglrt A KIRO"�iITENDe now IAN-+CItlsl iNEE CIRCUIT A YC p[`ocRInIDM SMALL APPLIANCe 10 ESERVED - CIRCUIT NXIT USED 21 RESERVED - CIRCUIT NOT SED SNILL 1-1-Cl 2D 0-2 12 RESERVED - CIRCUIT NoT USED A III RIIERlel CIRCUIT NOT USED OPT. MICIO-C IS H-0 EXr RECEPTS (GFCII GFCI - 20 H-0 RB c WEATNGpCI BY OTHERS SMALL APPLIANCE - ARC F BATH RCCEPTS (GFCI) GrCt - 14 SMOKM ALARMS [INTERCONNECTED/API GENERAL PURPOSE, ARC FAULT IF IS sIS TA-1- WH - Br OTHERS (2) 4O (218-5 26 RESERVED - CIRCUIT NOT USED GENERAL PURPOSE - ARC FAULT - AF - 15 IM1-21. ELECTRIC RANGE 4O B-B I n RESERVED - CIRCUIT NOT USED OCNCRAL PURPOSE - ARC FAULT Al- . DISHWASHER RESERVED- CIRCUIT N' SED GENERAL PURPOSE - ARC FAULT IF- 15 14.E 1, LAUNDRY [CLOTHED WASHER[ 20 12-1 1 RESERVED -CIRCUIT NOT USED J BOX - IS AMPERE 11 14 2 20 LAUNDAY (CLOTHES DRYEM SG l0-5 BG RESERVED CIRCUIT NOT USED SOME ITEMS SHOWN MAY BE OPTIONAL, CHECK WITH YOUR SALES REP. FOR SPECIFICS ALL TV, PHONE, AND FAN PREPS ARE OPTIONAL. REQPT A801E AM= MW ��IfiFI I DM I�� I7 1 5 O I ` _�J 2 6F1 �I COMBINED 334 / ` B AT / f 60' H(il za rv/PH a RETfPT-- 1T3" s LIVING ROOM 9 9r-11R FAN PREP. / IV./PH a REWq. 9 ,I�,ILL 6F31 WP WTE WPC _f611T / ROOD 1 PREP V `v [OMB SMOKE ALARMS SHALL 5e INSTALLED 114 THE FOLLOWING LOCATIONIS): 1. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. . ON CACHADDITIONAL STORY OF THE DWEL ING INCLUDING BASEMENTS BUT NOT INCLUDING 3. E C L CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 1. A LICENSED ELECTRICAL CONTRACTOR [LICENSED / CERTIFIED IN THE STATE OF FLORIDA) SHALL MAKe ALL REOUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE CONNECTIONS ARE SUBJECT TO LOCAL INSPECTION AND APPROVAL. 2. ORCLMR rAII. fO+ROLT, tlRY IIIAR4 W AID W AIDED DRAIKN eRORif YRM1TOR ARlli! d ALL RROtlBIR uvpR ROD" DER, PAIOLT ROOK% CLOWT% NHL4 DOEINR ROBIIR, A MLAR A RMUI RS ROTDCTED DY AN ARPMILT CROD! RIlO10FIC1 CORAIDMIFA TRR RRTN1E0 TO R6RISE RDTiDIAI DF THE RRAIOR - 3. ALL SMOKE ALARMS SHALL BE INTERCONNECTED 50 THAT THE ACTIVATION OF ANY ONE ALARM WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHER SMOKE ALARMS. ALL SMORe ALARMS ALL BE EDUIPPED WITH A BATTERY BACK-UP FEATURE IN CABC OF PRIMARY POWER FAILURE AND / OR INTERRUPTION. ALL SMOKE 'ALARMS ARE EQUIPPED WITH A MUSH' BUTTON. 4. SMOKE ALARMS AND CARBON MONOXIDE ALARMS MAY BE WALL OR CEILING MOUNTED IIN ACCORDANCE WITH THEIR LISTINGS). 5. ANY ADDITION OF A FOSS]L-PUEL-BURNING HEATER OR APPLIANCE, OR AN ATTACHED GARAGE REQUIRES THE INSTALLATION OF AN OPERATIONAL CARBON MONOXIDE ALARM WITHIN 10 FEET OF ANY ROOM USED POR SLEEPING PURPOSES (BY OTH=RS1. fiTV�;R HED11413M #1 PREP FOR TANRLESS I24 /i+\ I WATER NEATER 2441 I 11 ) js # 1 1 i 6 - FLO. LIGHT •� � ' (/�-�f� \J 6 II I vV-/ ' I 1 M• 6 I S\ 37-5 FAY/(w kEP. ///��� = - I RHEOSTAT / W HGH I #2 BIMMEn T.VML akECEPT. / 6 / / STp,11FIGHT I IV./M a INCEPT. IS /6F1 {tp ADD)" Q�V Ia 6 - cam 7 x %xAl\ ( fi 6F1 1FJ G B wo STD. HEIGHT e B / I1mp BIP HGIIIV,/PII a REMIT. IV./PK a RECEPT. G �R FARA NT PREP. 1 2ai-6R B B y BEDROOM #2 / \ � 126 B B - FLO- L161R � B R XB \`�- ••• TX! NVAL Is 8111 ANO INSTA l Pn ONTO -, BY A OUALIB L BTAT! CeRTIP]!D, ❑❑❑❑ (�( 1111fD 11 LOCAL NRIbDICOON "A" PAY` R� IUYORT NT: READ AND UNDERSTAND ALLNOTESON TH15 SH_ET AND SHIET J OF 1B 'IT•�/T�p NINIMJb BI-- PANCL -1N BIN- CAPACITY: 14BH5 AMPRG¢E9 ❑❑■❑ VV [NICE PANES -1N BRFMeR sRE xoo Av.FRee1 m xeRrA -ffF7 Re DNDI eOmee R� q S ❑„ DRIB .,M�NT.LLE°_ ® eRLB .._ E. ERE. ❑❑❑ /2014 FOUP R rurvxTALe Uae. 4L90 aC I xorte°NL le L tel ° CRa. BRIO OUxDINOEAN DwY TH Eel P OI INCIREUSED TONCHE11 t AR ENT eB WIR AO oAL ND, D-1- RRENT C T T IS INS C , TµAT L gill oil, THE LTIIME. THIS 1 NOR wND"11="I�v`..v°NO:e .ac I,°,uaR1 t.� rlle Loen� su°TlllonirrDrlli°ANcuo .nwi'so°cnoNBrjr AMP , soE n1Ez61t WAQAAM ,^° �� ��S`•.,. TOTAL NUMBER OF CIRCUITS USED = 20.-*0. 6380E ;, 9g e TOTAL NUMBER OF STD. BREAKER SLOTS USED 24 _ GR (NOT INCLUDING DUAL DR PIGGY BACK BREAKERS) M I a A 6F1 s 0 N At �WR �d NNa a oA • �1�1�1fffS�BBB::: OUNTR ROAIS A� A �T a051BN, IN JAC08FsEIV HOME5 MCP-227E-M786R MOO p786 Q 11-13-20113 (24•4) (15'-fl f�/(J REQUIRED EXTERIOR DEVICE LISTINGS: 1. ALL EXTERIOR DEVICES SHALL BI INSTALLED WITH A LISTED -BATHER PROOF AND/OR WEATHER RESISTANT COVERIS) - INCLUDING ALL EXT. RECEPTACLES b LIGHT BIXTURES. �EIUKI 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWeLONG UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BE LABELED -WR" IWEATHER RESISTANT). wwp HVAC ELECTRICAL INFORMATION / GENERAL NOTES: nr 6F1 HARDY BOX AT OORYERFEjkK ON MM 1. A Benvlce RECEPTACLE SHALL BB INDTALLCD WITHIN IS' OF THe HVAC e0U1PNENT [UNIT). ( IS REOU IRED RECEPTACLE SHALL BE INSTALLED ON -SITE, BY OTHERS (BY A LeRTIP:ED Lwxj ELECTRICAL CONTRACTORL 2. HVAC SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE COUIPMCNT THAT 1S BEING SERVED. A UNIT SWITCH WITH A MARKED 'OPP" POSITION /N �Rp THAT IS PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL DP THE UNGROUNOeD (/T�/(({ /j CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE WHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL or HER DISCONNECTING MEANS ARE, ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT BREAKER. THIS REQUIRED DISCONNECT SHALL BE INSTALLED ON -SITE, BY OTHERS. THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL REQUIRED EXTERIOR OUTLETS AT GRADE LEVEL: 3 CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS UNIT. AFTER THE HEATING MO AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED (BY OTHCRSL 1. FOR A DuE-F M LT DwELLINe AND • TWO-FAMILY UNIT T OF A DWELLIN GE OAT IS AT RA4 THE HVAC UNIT b ReQ'D. ELEC. IS SUPPLIED b INSTALLED ON -SITE, BY OTHERS. THE SMING ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCCSSIDLC AT GRADE LCVCL AND NOT MORC THAN AND INSTALLATION OF THC MAIN BREAKER FOR THe HVAC 5YSTEM, AS WILL AS ANY -LINED OF THE FBC AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. D Fe_r gDOveAAE a SHALL BE Ix LL N BA K C FRONT AND THE OF THE DWELLING. EMERGENCY/QUICK DISCONNECT,SHALL,FLORIDA LIC SHABE COMPLETED BY A QUALIFIED, FLORIENSED, THE REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING IF THIS UNIT 15 TO BE INSTALLED IN IN eLEVATED CONDITION, ANY REQUIRED exreRIOR ELECTRICAL CONTRACTOR AND IS SUDJCCT TO INSPECTION AND APPROVAL BY THE LOCAL NRISDICTON WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE, AND WHEN PRIMARY WTLerS EAT GRADE LEVEL) SHALL BE INSTALLED ON -SITE, BY OTHERS. HAvINO AUTHORITY. T ELECTRICAL CONTRACTOR SHALL ALSO VERIFY PROPER PANEL ANO SPEAKER POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE SIZING AND INSTALLATION of THE ENTIRE BUILDING. BEFORE ANY POWER IS SUPPLICU TO THC MAIN PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER CURRENT PROTECTION. ELECTRICAL PANEL OR ANY PORTION DP THE BUILDING. PP 13 WR 6" @KFiriDJ♦lt,Rm NvltFA7S G. LIGHTING OUTLETS REQUIRED: AT LeAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE INSTALLeD IN EVERT HABITABLE ROOM AND BATHROOM, 7. RECEPTACLEILL THIN SIX FEET O be EQUIPPED WIYA GFCIPROTECTION FOR PERSONNEL. ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED IN THE KITCHEN SHALL Be IOUIPPED WITH OFCI PROTECTION POR PeRSONNEL 8. ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR O BUILDING ..ALL e EQUIPPED WITH A WEATHER PROOF Mll ENCLOSURE ICOVER), THE INTEGRITY OF WHICH ISNOT EFFECTED WHEN AN ATTACHMENT PLUG 19 INSERTED OR REMOVED FROM THE RecePTACLU OUTLET. 9. GFCI PROTECTION MAY Be PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. 10. IN ALL BUILDINGS, AT LCAST ONE RECEPTACLE OUTLET SHALL Be INLBTAUECD IN BATHROOMS WITHIN BB INCHES P FEET[ OF THE OUTSIDE EDGE OF CACH BASIN. THE RECEPTACLE OUTLET SHALL BE LOCATED ON A WALL OR PARTITION THAT 19 ADJACENT TO THE BASIN OR THE BASIN COUNTeRTOP. 11. of-ASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE 111 20 AMPERE I12-21 CIRCUIT. 12. FAN / LIGHT COMBINATIONS SHALL BE INSTALLED WITH SEPARATE SWITCHES. 13. CC]LEND PANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES TO THE FINISHED FLOOR LEVEL WILL Be BO INCHES MINIMUM. CeiLINO FANS HAVE BEeN INCLUDED IN THe CLCC LOAD CALIS IN EVERY ROOM, THC.R-Me THEY CAN Be INSTALLED W NL P 14. SWITCHES, REC-CLES,N AND / p OTHER FIXTURES III BE RELOCATED PRO MIN.AREA TMBSE APPROVeD PLANS /DCTAILS DUI TO CONSTRUCTION RESTRAINTS. ALL LOCATIONS SHALL COMPLY WITH APLE CABSECTIONS OF THE NIvC_- 15. FOR •ON-FRAME•MDDULAR PLANS, THE MAIN ELECTRICAL PANELS ALL ALSO BE BONDED TD THE CHASSIS OF THE SECTION ON WHICH IT IS INSTALLED. A BONDING . JUMP eR' SHALL ALSO BE INSTALLED BeTVIECN ALL CHASSIS SECTIONS FOR THE ENTIRE UNIT OR UNITS CONNECTED. ALL OUIRED BONDING/GROUND CONNECTIONS e E BY A CCRTIFICO [LICENSED) ELECTRICAL CONTRACTOR ION -SITE, BY OTHERS) AND ARE SUB 2CT TO INSPECTION BY THE LOCAL JURISDICTION. 16. THE MAIN ELECTRICAL SERVICC PANEL IS WIRCG-1-MI4D AN ISDLATCD NCUi RALIGROUND 14 WIRC sTCNI P H THE FACTORY IT IB T C F SPONBIBILTY O THC LICENSED CLECTRICA. CONTRACTOR TO PROVIDE THC BONDING BETWEENTHCNEUTRAL AND GROUND IF RCOUIRCD. 17. SOME ITEMS SHOWN MAY BE OPTIONAL OR REQUIRE INSTALLATION CN-SITE. TIDfL ORAOR AW /IMP AAE OprIDnIRAL A10 RRORRTAIR MTGOALR TI! Gq/IC1111 M TNR OIIAIIDIR IAOITMG WIITAN ODIPOCNIVL AND/011 RIVDERm ODSIYATIOIL AIR 111AlIGKR® IRF D9MDM ORmDNERI: a DilI01Bi0N Q TR1 FA'DTARE. a AAO Or TND CONIBRR mNMilm MR>9A IF RD001LT 1•RDRRDIRm DT VAOgR01 IIDICR AW IMT DD IRDARI'IL T1lRE WTERi111. AR' RT'D)RD TD TIR RDCPlDRT PR DRDPIC IRRIORRI OMLY AND RNILLL NOT Y "AMID, COPID4 OR OORRRTM RRODYCDD AID/011 DNPEREaVTgD TO OIIIRW FOII ANT NRPOR I ORIIORR @ROM WRI}1DN AUMDIOTIRTION FWY JACCDRRN NOIMY THEIR W R0 PACRARD AND "TIR WMIVITI ARR THE DRCURIVD MRIM OF JACOMRR Ip10D. ALL RGIITR MUNIII EA CO►IlItI 20141 AM RUED 6A FM LISOM6 AQWff APMOVAL ST,ANOt 1-09-14 272 1 COMPLIES W/ 2010 FLORIDA RES, CODE, 1 11\ INCLUDING ALL 2012 AMENDMENTS J 0 Am mm= m-_ m-_ m-_ m-_ amw IN NAWKI C.TDUNG c"1008 M.T✓MT. AM 11A.I'/2015 WALb Bna - " L 10 �D 5 OF 16 WRRIRRM,I{{G� ERpppure D MI ISO MPH AIOD$[ MOD-766 COPYRIGHT ® 2014, JAOOBRBN HOWA WITT HARBOR, FLORIDA, ALL RIGRTD RURRVW. 4L LOAO UWalON® BUILDING SIZE: 939,54 Sq. Ft. 1. MINIMUM NUMBER OF GENERAL LIGHTING / GENERAL USE CIRCUITS REQUIRED: 2 MINIMUM (Sq. Ft. x 3 VA / 120 VOLTS / 15 AMPERES • MIN. NUM. OF GENERAL LIGHTING / USE CIRCUITS REQVI 2. GENERAL LIGHTING AND GENERAL USE RECEPTACLES AT 3 VOLT-AMPERES PER BUILDING SQUARE FOOT: GENERAL LIGHTING / GENERAL USE: = 939.54 3 VA 281862 VA TOTAL VOLT-AMPERES: 2818.62 VA 3, SMALL APPLIANCE AND LAUNDRY LOAD AT 1,500 VOLT-AMPERES PER 20 AMPERE CIRCUIT: SMALL APPLIANCE LOAD: 3 x 1,500.00 VA 450D VA LAUNDRY LOAD: 1 x 1,500.00 VA 1500 VA TOTAL VOLT-AMPERES: GOOD VA 4, NAMEPLATE RATING OF ALL FIXED APPLIANCES TIN VOLT-AMPERES( CLOTHES DRYER: 5800 VA RANGE: 9600 VA COOK TOP: • 0 VA WALL OVEN: 0 VA MICROWAVE OVEN: 2400 VA DISHWASHER: 1380. VA GARBAGE DISPOSAL: = 1080 VA WATER HEATER; = 4750 VA OTHER: = 0 VA OTHER: • 0 VA OTHER: 0 VA OTHER: 0 VA TOTAL VOLT-AMPERES: 25010 VA 5. NAMEPLATE RATING OF MOTOR AND LOW -POWER -FACTOR LOADS [IN AMPERES): RANGE HOODISI: 1 A 1.1 AMPERES • 1.1 AMPERES EXHAUST FAN51: 2 x 0.7 AMPERES 1.4 AMPERES CEILING FANS(: 3 x 1 AMPERES 3 AMPERES FURNACE BLOWER (GAS / O1LI: 0 x 8 AMPERES 0 AMPERES TOTAL AMPERES: 5.6 AMPERES MULTIPLY X 120.00 VOLTS TOTAL VOLT-AMPERES: • 660 VA 6. TOTAL HEATING AND AIR-CONDITIONING LOAD: (USE THE LARGEST OF THE FOLLOWING SIX SELECTIONS - IAI THRU (F) - IN VOLT-AMPERES): A. I00X OF THE NAMEPLATE RATING(S) OF THE AIR-CONDITIONING AND / OR COOLING (VOLT-AMPERESI: 1 14400 x 100% • 14400 VA LARGEST B. 100% OF THE NAMEPLATE RATING(S) OP THE HEATING WHEN A HEAT PUMP IS USED WITHOUT ANY SUPPLEMENTAL ELECTRIC --IN. (VOLT-AMPERESI: 1 x 12000 X 100% - 12000 VA C. 100% OF THE NAMEPLATE RATINGIS) P ELECTRICAL THERMAL STORAGE AND DTHER HEATING STSTEMS WHERE THE USUAL LOAD IS EXPECTED TO BE CONTINUOUS AT THE FULL NAMEPLATE VALUE, SYSTEMS OUALIFTINO UNDER TH15 SECTION SHALL NOT BE CALCULATED UNDER ANY OTHER SEOTION IN 220.821C1 (Urn r-AM-II 0 x O x 100% • 0 VA D. IOOX OF THE NAMEPLATE RATINGIS) OF THE HEAT PUMP COMPRESSOR AND 659 OF THE SUPPLEMENTAL ELECTRIC HEATING SYSTEMS. IP THE HEAT PUMP HEAT PUMP COMPRESSOR 19 PREVENTED FROM 0 x 0 x10ON • 0 VA OPERATING AT THE SAME TIME AS THE SUPPLEMENTAL HEAT, IT DOES NOT NEED SUPPLEMENTAL ELECTRIC HEATING SYSTEM TO BE ADDED TO THE SUPPLEMENTARY 0 x 0 X 100% = 0 VA HEAT POP THE TOTAL CENTRAL SPACE HEATING LOAD (VOLT-AMPERES) TOTAL LOAD GD): 0 VA E, 65% OF THE NAMEPLATE RATING(S) OP ELECTRIC SPACE HEATING IF LESS THAN POUR SEPARATELY CONTROLLED UNITS (VOLT-AMPERESI: 0 0 x 659 0 VA F. 40% OF THE NAMEPLATE RATINGIS) OF ELECTRIC SPACE HEATING IF FOUR OR MORE SEPARATELY CONTROLLED UNITS (VOLT-AMPERES], O x 0 x 40Y• 6 VA USE TH15 VOLT-AMPERE RATING FOR THE TOTAL OF THE HEATING AND AIR-CONDITIONING LOAD: = 14400 VA 7. TOTAL CALCULATED LOAD (LOADS AS CALCULATED IN 2 THRU 5 ABOVEI: TOTAL GENERAL LIGHTING / USE CIRCUITS 121: 2818.62 VA TOTAL SMALL APPLIANCE AND LAUNDRY LOAD 13). 6000 VA TOTAL NAMEPLATE RATING OF ALL FIXED APPLIANCES141: = 25010 VA TOTAL NAMEPLATE RATING OF MOTOR 6 L-P-F LOADS IS): 660 VA TOTAL VOLT-AMPERES (COMBINED TOTALS 2-5 ABOVE(: 34488.62 VA S. TOTAL COMBINED LOAD (FROM 7 ABOVEI; 2,4488.62 VA FIRST IOKVA AT 100X: 10000 VA SUBTRACT THE FIRST IOKVA FROM TOTAL COMBINED LOAD: 24488S2 VA 9. FIRST 10KVA AT 100X: = 10000 VA IFROM 8 ABOVE) 24488.62 VA - REMAINDER AT 40X; 9795.45 VA SUBTOTAL OF BOTH LOAD COMBINATIONS: 19795.45 VA 10. TOTAL COMBINED LOAD (FROM 9 ABOVE(: _' 19795.45 VA TOTAL HEATING AND AC LOADS 161 - LARGEST OF IAI THRU IF]. 14400 VA SUBTOTAL 34195.448 VA SUBTOTAL DIVIDED BY - VOLTS: / 9.40.00 VOLTS MINIMUM CALCULATED AMPERES REQUIRED: 142.48 AMPERES 1 ELECTRIC SERVICE PANEL O MCMCM,S: 1. A LICENSED ELECTRICAL CONTRACTOR (LICENSED / CERTIFIED IN THE. STATE OF FLORIDA) SHALL MAKE ALL REQUIRED ON -SITE ELECTRICAL CONNECTIONS. ALL OF THE ON -SITE CONNECTIONS ARE SUBJECT TO LOCAL INSPECTIONS AND APPROVAL. 2, ALL INSTALLED CIRCUITS AND / OR EQUIPMENT SHALL BE,INSTALLED d GROUNDED IN ACCORDANCE WITH ALL THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL CODE (NEC) ADOPTED BY THE STATE OF FLORIDA, AT THE TIME OF CONSTRUCTION OF THE BUILDING / STRUCTURE. 3. WHEN WATER HEATERS ARE INSTALLED, THEY SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATER(S) BEING SERVED. THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO BE USED AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER IS WITHIN SIGHT OF THE WATER HEATER(S) OR IS CAPABLE OF BEING LOCKED IN THE OPEN POSITION, WHEN THE WATER HEATERS) IS NOT INSTALLED AT THE FACTORY, THE MEANS OF DISCONNECT SHALL BE DESIGNED AND INSTALLED ON -SITE, BY OTHERS AND SHALL BE SUBJECT TO APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION AT THE INSTALLATION SITE OF THE BUILDING / STRUCTURE, 4. HVAO SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT THAT IS BEING SERVED. A UNIT SWITCH WITH A MARKED "OFF" POSITION THAT IS PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL OF THE UNGROUNDED CONDUCTORS SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS, WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. THIS REQUIRED DISCONNECT SHALL BE INSTALLED ON -SITE, BY OTHERS. 5. CERTIFIED ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL LOAD CALCULATIONS AFTER THE HEATING AND AIR-CONDITIONING SYSTEMS HAVE BEEN INSTALLED (BY OTHERS). 6. ALL ELECTRICAL COMPONENTS SHALL BE UL LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH THAT LISTING. 7. ALL WIRING IS NM CABLE, UNLESS OTHERWISE SPECIFIED IN THESE PLANS. 8. ALL CIRCUITS CROSSING OVER MODULE MATING LINEI51, SHALL BE CONNECTED ON -SITE WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS (BY -OTHERS). 9. WHEN THE MAIN ELECTRICAL SERVICE PANEL IS NOT INSTALLED / INSPECTED AT THE FACTORY, THE ELECTRICAL SERVICE PANEL AND ALL FEEDERS SHALL BE DESIGNED / CALVD BY OTHERS, SITE INSTALLED, AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDICTION. 10. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM, THE INTERRUPTING RATING OF THE MAIN SERVICE BREAKER SHALL BE VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE NATIONAL ELECTRICAL CODE MCI, BY A CERTIFIED ELECTRICAL CONTRACTOR (ON -SITE, BY OTHERS). 11. ALL 120-VOLT, SINGLE PHASE, 15- AND 20- AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS IN ALL BEDROOM$ LIVING ROOMS, DENS, PAMILY ROOMS, CLOSGT9, HALLS, DINING ROOMS, B SIMILAR AREAS SHALL BE PROTECTED BY AN ARC-PAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION DP THE BRANCH CIRCUIT. 12. ALL SMOKE ALARMS SHALL BE INTERCONNECTED 50 THAT THE ACTIVATION OF ANY ONE ALARM WILL CAUSE SIMULTANEOUS ACTIVATION OF ALL OTHER SMOKE ALARMS. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH A BATTERY BACK-UP FEATURE IN CASE OF PRIMARY POWER FAILURE AND / OR INTERRUPTION. ALL SMOKE ALARMS ARE EQUIPPED WITH A "HUSH" BUTTON. 13. CEILING FANS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE BLADES TO THE FINISHED FLOOR LEVEL WILL BE 80 INCHES, MINIMUM. 14. SWITCHES, RECEPTACLES, AND / OR OTHER FIXTURES MAY BE RELOCATED FROM THE AREA SHOWN ON THESE APPROVED -PLANS / DETAILS DUE TO CONSTRUCTION RESTRAINTS. ALL LOCATIONS SHALL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE INECI, 15. THE DISHWASHER AND GARBAGE DISPOSAL MAY BE INSTALLED ON ONE (I) 20 AMPERE (12-2) CIRCUIT. 16. ALL RECEPTACLE OUTLETS LOCATED WITHIN SIX FEET OF A SINK OR BASIN SHALL BE EOUIPPED WITH GFCI PROTECTION FDR PERSONNEL, ALL RECEPTACLE OUTLETS SERVING COUNTERTOPS, LOCATED IN THE KITCHEN SHALL BE EQUIPPED WITH GFCI PROTECTION FOR PERSONNEL. 17. ALL RECEPTACLE OUTLETS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE EQUIPPED WITH A WEATHER PROOF (WP) ENCLOSURE (COVER), THE INTEGRITY of WHICH IS NOT EFFECTED WHEN AN ATTACHMENT PLUG IS INSERTED OR REMOVED FROM THE RECEPTACLE, OUTLET. 18. GFCI PROTECTION MAY BE PROVIDED BY EITHER A BREAKER OR A GFCI RECEPTACLE. 19. FOR A ONE -FAMILY DWELLING AND EACH UNIT OF A TWO-FAMILY DWELLING THAT IS AT GRADE LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING. 20. FOR EACH DWELLING UNIT OF A MULTIFAMILY DWELLING WHERE THE DWELLING UNIT 15 LOCATED AT GRADE LEVEL AND PROVIDED WITH INDIVIDUAL EXTERIOR ENTRANCE / EGRESS, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE FROM GRADE LEVEL AND NOT MORE THAN 6 1/2 FEET ABOVE GRADE SHALL BE INSTALLED ON THE FRONT AND THE BACK OF THE DWELLING, 21, IN DWELLING UNITS, HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE. 22. IN DWELLING UNITS, AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS WITHIN 36 INCHES 13 FEET) OF THE OUTSIDE EDGE OF EACH BASIN, THE RECEPTACLE OUTLET SHALL BE LOCATED ON A WALL OR PARTITION THAT IS ADJACENT TO THE BASIN OR THE BASIN COUNTERTOP. 23. LIGHTING OUTLETS REQUIRED: AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM AND BATHROOM. 200 ,AMM M RUC( itMC SMICE PAM CALCULATIONS PER NATIONAL ELECTRICAL CODE 220-82 OPTIONAL CALCULATION - DWELLING UNIT 24. LUMINAIRES (FIXTURES) IN CLOTHES CLOSETS: A. LUMINAIRE (FIXTURE) TYPES PERMITTED: (1) A SURFACE -MOUNTED OR RECESSED INCANDESCENT LUMINAIRE (FIXTURE) WITH A COMPLETELY ENCLOSED LAMP. 12) A SURFACE -MOUNTED OR RECESSED FLUORESCENT LUMINAIRE (FIXTURE) 5. LUMINAIRE (FIXTURE) TYPES NOT PERMITTED: (1( INCANDESCENT LUMINAIRES (FIXTURES) WITH OPEN OR PARTIALLY ENCLOSED LAMPS AND PENDANT LUMINAIRES (FIXTURES) OR LAMP HOLDERS SHALL NOT BE PERMITTED, C. LOCATION: LUMINAIRES (FIXTURES) IN CLOTHES CL09ETS SHALL BE PERMITTED TO BE INSTALLED AS FOLLOWS: (1( SURFACE -MOUNTED INCANDESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM CLEARANCE OF 12 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE. (2) SURFACE -MOUNTED FLUORESCENT LUMINAIRES (FIXTURES) INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTUREI AND THE NEAREST POINT OF A STORAGE SPACE. (3) RECESSED INCANDESCENT LUMINAIRES IFIXTURESI WITH A COMPLETELY ENCLOSED LAMP INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE 15 A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE [FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE. FLUORESCENT LUMINAIRES FIXTURES THAT ARE INSTALLED ON THE WALL (4f RECESSED FLU$ CUM] A [FIXTURES] T ABOVE THE DOOR OR ON THE CEILING, PROVIDED THERE IS A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE LUMINAIRE (FIXTURE) AND THE NEAREST POINT OF A STORAGE SPACE. 25. BATHTUB AND SHOWER AREAS: NO PARTS OF A CDRD-CONNECTED LUMINAIRES (FIXTURESI. CHAIN-, CABLE-, OR CORD -SUSPENDED -LUMINAIRES (FIXTURES), LIGHTING TRACK, PENDANTS, OR CEILING - SUSPENDED IPADOLEI FANS SHALL BE LOCATED WITHIN A ZONE MEASURED 3 FEET HORIZONTALLY AND 8 FEET VERTICALLY FROM THE TOP OF THE BATHTUB RIM OR SHOWER THRESHOLD. THIS ZONE IS ALL ENCOMPASSING AND INCLUDES THE ZONE DIRECTLY OVER THE TUB OR SHOWER STALL. LUMINAIRES (LIGHTING FIXTURES) LOCATED IN THIS ZONE SHALL BE LISTED FOR DAMP LOCATIONS, OR LISTED FOR WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY. ONS SHALL BE INS 26. FAN / LIGHT COMBINATIONS ALLED WITH SEPARATE SWITCHES. T 27. THE MAIN ELECTRICAL SERVICE PANEL IS WIRED UTILIZING AN ISOLATED NEUTRAL/GROUND (4 WIRE SYSTEM) FROM THE FACTORY. IT IS THE RESPONSIBILTY OF THE LICENSED ELECTRICAL CONTRACTOR TO PROVIDE THE BONDING BETWEEN THE NEUTRAL AND THE GROUND IF REQUIRED. 28. ANY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE (CO) ALARM INSTALLED WITHIN 10 FT. OF EACH ROOM USED FOR SLEEPING PURPOSES. 29. REFER TO ADDITIONAL NOTES ON SHEET 4 OF 16. ESERVICE PANEL MAIN Y BE INCREASED FROM THAT SHOWN HERE. IF SHE BREAKER SIZE IS INCREASED, THE WIRE ]EZES (GROUNDING AND NTSIZE WIRES) HALL INCREASE TO THE CORRECT 12E S THE THE URRENT NEC THAT IS IN EFFECT AT THIS IS ON -SITE, BY OTHERS AND IS SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL AUTHORITY HAV1N0 JURISDICTION. 200 AMP v � MAIN PANEL + HP HVAC IS 111ED AND INSTALLED ON -SITE, BY A OUALIPIEO, STATE CBI-ED, CLECTRICAL CONTRACTOR N - INSPECTED BY LOCAL RISD-ON. P 120/240 VOLT Nm� IU ORTANT. READ AND UNDERSTAND NDTC5 ON THIS SHEET AVD SHEET 4 BF I6 SINGLE PHASE lXK /✓� MINIMUM SERNCE PANEL MAIN BREAKER CAPACItt: 14R.4B ANPRERES 60 HERTZ C/ /%� SERVICE P , •, _•=••=e •.��. ��� .,.ee=e=� L� V OPTIONAL: 46 [AWGI COPPER I OR 2 ADDITIONAL GROUND [MINIMUM) INSTALLED V CONDUIT DROPS PER NATIONAL ELECTRICAL CODE MAY BE ORDERED GROUND WIRE IS ON -SITE, BY OTHERS, AND INSTALLED REFER TO NOTES 1, 15, 8 16 ON SHEE- FOR FUTURE USE. 2 INCH DIAMETER RIGID METAL OR RIGID NON-METALLIC CONDUIT 2/0 [AWGI - COPPER - PER NEC 310.151B116) 200 ,Aw 9M ECTRMCACI 109R )DMAGR,AM TMlJB OETNU AID tiN AIIR CCIlIDOIIAL AND RRDRIDRARY IIMDLILL 111D CON=pRR OF T® DIARBR I.LW! COMNR COIlIDELON AMDIDII ADYD.GCD DR•0104TIDIL NIY UNAMpR>aD 1R=+MIYR. DORDMRS OR DIIII®I[IW DF TO IACRADY• DR AMY OP 'llD Cp1LD1TR ODIRAAm THR11eIA IR RIDCTLT IRBHDBITm DY JAC'DD4d MDIRlJ ARD WT DE MiAYR'IL MR! WTEIAIG Alm RIIDVIDm TD TID RCCmD1NT FDII 4/ECAS RIRDOtY ONLY AID RMALL NDT RO 4GIHRDL DDIBID, OR OINRRNW RRPROgR11D ANDIDII DIiTI®Y1RD TD DTHOM PM AMf RIRTORO YRTfIDVT GiIRILR IIRII'IO1 ALIDDRI2ATL011 PRW .IACDYl1 NDIl1. TNID DIAMRG RAL9IADR AND /ILL M LDMMR ARR THR DSCLIIDVB RIDI@RTY Of .lA[DD4M HDMCA ALL NOHTD RRRSIYRD. CDMIBNT 20M AREA RESERVED FOR LISTING AGENCY APPROVA IL STAMPS: PpPROVFO .mMxPNDN m RA A1-09-14 ? M�.oM NO Z Pee A Ho e F w W T NNW.+.N.o, •� 1- . PSP ux w, MPT-aB-CP21>1-M)a0• L �srccv,ull Du.wra rtn �PyFR Pyyou CARTER IP COMPLIES W/ 2010 FLORIDA RES. CODE, INCLUDING ALL 2012 AMENDMENTS 11INo 63802 11020 COUNTY ROAD W, SURE A aoDXiN, IN ON28 ls>q 4Domu r� b i W ' h I-ORMoh C.YOUNG CHEOD M.TJN.T. DAM 1V3/2013 Sr'm - ID- 4 OF 16 1AIECs Exp... rD D DINS= ISO MPH MDDELI MOD-786 COPYRIGHT © 2014..ACOBSEN HOMES, SAPETY HARBOR PLDRIDA, ALL RIOHTS RESERVED 14 1. ALL EXTERIOR DEVICES SHALL BE INSTALLED WITH A LISTED WEATHER PROOF AND/OR WEATHER RESISTANT CDVER(SI - INCLUDING ALL EXT. RECEPTACLES A LIGHT FIXTURES. 2. ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED POR SUCH USE AND SHALL BE LABELED °WR°[WEATHER RESISTANTI. THIS PAGE NOT USED -RESERVED SOLID FUEL BURNING FIRFL AEF- WHEN INSTALLED, FIREPLACE SHALL EGAIPLY WITH UL.127 LIGHT AND VENT CALCU"TIONS ROOM LIGHT LIGHT VENT VENT d ROOM AREA Repro PROYD RISQU PROV'D NAME 190. FT.I ISO. FT.I 90. FTJ 190. FTJ ISQ FT.1 LMNG/DINING ROOM 534 26.72 44.2 1].36 23.2 PASS BB DROOM !1 124 eA,I 1D.01 4.96 5.71 PASS BEDROOM I2 126 10.08 17.59 5.04 0.21 PASS I ANY ATCAQIMENT5 TO TH15 5TRUCIUILE SHALL I E --- SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE LOADS ARID/DR nTIIFR E-IIn- nwTn TRIG RI III U111I0/STRUCIURE- LEGEND - FLOOR PLAN SYMBOLS I®1 OR :IV 12° OR 14^ RETURN AIR DROP (TTP.) 12 12^ DUCT RISER LOCATION ITYPI I I AIR HANDLER LOCATION (TYP) SHEAIW 11_ O1 SHEARWALL DESIGNATOR (SEE TABLET �1 COLUMN LOCATION [SEE TABLET fi 7/8°, 19^ OR 15 )/e^ RIDGE DEAM Qks •u1� SMOKE ALARMS [WALL 6 CEILING) eF flvn.O COMB CO/SMOKE ALARM(SI e Cg ❑ MODLUMN SDPEOHE 08• N ^61.N WWD SPEED: a MPN -11 Nn;mm•1 is 1 oar HeIOHT pMRHI: uOFeeT w LOAD DE810N ROOF OAD: 20 PSF MCA eXPOSURE CATEGORY) D COL COL. TYPE D R0. CR OR TRUSS DP N Ir[eTi UPLIFT CUPLIFTD LOAD IPOUN09I NUM. NUN COL TYPE TUD DLORK TRU99 SPAN IF[GTI COMDINED UPLIFT LOAD 1POUND91 AV °[ Q 2 2 2n9 N 18.875 9534 0 O 0 N O O 1 2 2x4 N 18 t1]5 D 0 O N O ❑2 13 1 2x6 N 18.0)S 4534 ❑6 0 O 0 N O O 13 1 Ix6 N 18.8)5 0 O 0 N O O O D N O O 0 0 D N O O 0 0 N O 0 0 O I N 0 ElO O 0 D N O O ❑ D O 0 N O j O O N O 0 O D I N O OSHWWALL w U1 A 58.24 PSF DESIGN SPWS: ILL °a e 19.2r. PSF 3 O 0 ^ 38.84 PSF N "eDe�¢�MTs nLL sneAR 11. -1 D 05 PSF O DESIGN SHEAR VALUE: 16RCE, PLP O DESIGN SHEAR VALUE: 0 PLP OVERTURNING FORCE: OV[RTURN[NO FORGE: 1.01 LBS 0 LBS DESIGN 5HEAR VALUE: DESIGN SHEAR VALUE: O 1 PLF FORCE OVERTURNING FORCE : O D PLF OV ERTURN[NG FORCE: 4D51 LBS G LBS O32R9D8 OE51ON SHEAR VALUE: PLF O DESIGN SHEAR VALUE: 0 PLF OVGRTURN]N3 FORCE : OVERTURNING FORCE 2961 LBS 0 LBS O Dt51UN 5HEAR VALVE: 151.710 PLP 8 DtSIGN 5H=AR VALUt: 0 PLP OVERTURNING FORCE: OVERTURNING FORCE: 1366 LBS 0 LEG T1R' DLTAta AND RN1 ARE WIlIDOD:RL NO -AXY MI1TtlMl\ THEREM la •TffiM1t I QNUMTED aT JACOYd YDIPJ AIO .. YLLA- TISDD WTEGII A@ Ia0V6lD TD TI! ACIRIR RDI1 A}!MD MOala WLY AND •MALL NM Id RDALL=O, LLSn[4 m mNER1Lm LENL1OgC0D ALDADA DII1T01E1lD A OM[AA ROR ANY IIaIOR9 YIITLIUR NOREY 1YIDTTDY AVNtleAYOM 11DL1 .L40MAEll MDL¢r• TN DRAYDIR MO[AS0 /JD ALL m OOLrt[Yla AI! TN8 ID1DMa1M IapllRT'f lY° JLODaApI LOPE► ALL AaMTR R9R[R1TA ECFfAfa1R _ W]LMBOULG LUBTOl4 WINDOWS - THERMAL PANE -LOW G WINDOWS WINDOWAREA SIZE w x L (SO. "I LIGHT PROVIDED ISO. FTJ PENT PROVIDED ISO. FT.) 18 • 66 15.672 7.788 D IB x 58 8.164 7389 0 18 x 40 0.643 1.12 IDS 18 x 60 14.435 1.41 1,]a 18 x 68 15.872 5.82 LDn 19 x 12 2.035 7.789 24 n 40 9.645 4.1 2.ID 24 x 54 12.997 0 0 24 • 60 14.415 6468 3,56 50 x 18 4J)2 3.J31 O 50 x 27 R629 J.a 1.]J 50 x 40 9.845 5.44 1.D 50 n 60 14.435 1,- 4. 50 x 64 IS- 952 9� 34 x 04 S206 7.189 Q. 36 x1. 4.572 ).)B9 36 x 40 S. 671 J. 36 x 60 14.435 10.91 38 x 8 4.914 )1 x 13 8.511 13.481 0 DOOR SCHEDULE DOOR b12E W L x AREA 15p. FT) LIGHT PROVIDED ISp. FT.1 VEN PROVIDED Ma. FT.) 38 x 82 21.639 O O 38 x 62 21.639 4.73D1 O 38 x 82 2L. 87 O 72 x 60 40 52.64 I.D.108 x 80 5].162 4881 24.06 o mws AL - - Q m � is =a o�= =LL _< N=� <- o Fyy �/1�Onn yyAN NOM: 3 Aa i 1. SOME ITEMS SHOWN MAY BE OPTIONAL. 2. FOUNDATION 15 INSTALLED ON-51TE, BY OTHERS AND IS SUBJECT TO ALL STATE AND LOCAL CODES AND INSPECTIONS. 3. SOME ITEMS SHOWN MAY BE -SITE, BY OTHERS. SITE ITEMS MAY VARY, NOT COVERED BY THESE APPROVED PLANS. 4. WHEN INSTALLED, ANY GARAGE FLOOR AND REQ'D FOUNDATION ARE ON -BITE, BY OTHERS. 15.FOUNDATION VENTILATION IS ON -SITE, BY OTHERS. 6. ALL RAMPS, STAIRS, 6 RAILS ARE ON -SITE, BY OTHERS. ). AC AND HEATING UNITS ARE PROVIDED BT OTHGRO 8 INSTALLED 09-51TE, BY OTHERS, 8. SEE FLORIDA ENERGY CALLS FOR MIN. HVAC SPECS. ®�9. ANY PORCH SOFFIT 15 INSTALLED ON -SITE, BY OTHERS. 10. TH15 BUILDING MAY BE MIRRORED WITHOUT ANY RE -APPROVAL OF THESE PLANS (MAY BE ^FLIPPED• SIDE TO SE AND/OR END TO END - OR -HI m�11. DIMID ENSIONS SHOWN ARE ACTUAL FLOOR SIZE; EXT. SHEATHING, SIDING, ETC_ ARE NOT INCLUDED. 11. HITCH MAY BE LOCATED AT EITHER END IF BUILDING WITHOUT ANY RE -APPROVAL OF THESE PLANS. THIS PLAN MAY BE CONSTRUCTED AS EITHER AN ON - FRAME OR AN Orr -FRAME BUILDING WITHOUT ANY RG-APPROVAL OF THESE PLANS. NOTE THAT THI FLR ^Aye 5YSTEM (JOIST SIZES) CHANGES - SEE LOSTR EKG. 14. SEE NOTES 4 8 5 (SITE PREP./FOUNDATIOMI ON COVER. AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PpPROI/ 0�1-09-14 oy °m �� NO A UI ' JACOSseN 1^P ��� Ve •, MFT-eD-CP22)z-MTee• i rva �o ee W,�rviuT w.nxm COMPLIES W/ 2010 FLORIDA RES. CODE, INCLUDING ALL 2012 AMENDMENTS uuu /2014 ~ � • I aaaaya GENS•.'LJ • �a o 69802 a fell,o 11 aQ L; F 2101p COUNTY LOAD 4, OIII[ A E _I_, IN 461L G (nallwaD n Q 6Y DAIS A A IwAvft O.TOL1 CHECXm LLT./N.T. DAM roL+no1B SCRlB anal - r-o° am 3 OF 16 vim Exp..... D WAM ISO MPH l Amor MOD_) CO►YMOHT R( 2014, JACOBSEN HOMES, SAPETY IUR00R, ►LARIOA, ALL RIGHTS RESERVED. t 4 1. ALL EXTERIOR DEVICES SHALL SE INSTALLED WITH A L19TED WEATHER PROOP AND/OR WEATHER RESISTANT COVER(SI - INCLUDING ALL EXT. RECEPTACLES 6 LIGHT FIXTURES. 2, ALL RECEPTACLES INSTALLED ON THE EXTERIOR OF THE DWELLING UNIT SHALL BE LISTED FOR SUCH USE AND SHALL BC LABCLCD "WRI (WEATHER RESISTANT). �LnORI Q JJ d yyB 6 b :N �;•s �;'ggg �'•; g' )� II O O O O G" OVERHANG - ALL AROUND 6' 5'-111/Y 41 MOD-786 IBD I(PH - N41 ' ale) E10'04AiE D 10 = 15 FELT 5-51/f BUILD TIIIS wALL lot' HIGH _1 -It- SDLDI Rml BURMNIS FIRE AEE. MMM INSTALLED, FIRBI ACE SHALL COMPLY I MTDI lUILA 1 11'-B' 41/Y L BUILD ALL WALLS 1138" HIGH 12'-41/Y 18'-8' RECEPT ANGLED O�IiTAD �W I I I i D/N ILt �� yS^!�/ �_ ��OLL xRs } lY SUSA11 DINING / OI 1 9O48' n�W C1H73\�2i L12 3/4' PAHM / 4 92' Him\ 12 IOVERHEADS [OMBINEB 334 �IMPA{TrrWINDOW5�s RDaF DE. USE 35 X 141 MOD. FLAT TRUSSES \ ` EOS Al` / BOTH SECTIONS IWJ573DDII I 1 � T.Y./14L a kETDT. 113 LIVING ROOM FAN PREP. � 1� - STD. HEIGHT O / T.V./PH. a REM. BUILD'fH15 WALL IOW Him / /db 5,-0, 41/Y 2,-27 41/2' 11'-3 7/8' 41/T 5'-0' ROOF DE�� USE 20 X 141 MP -PR FLAT TRUSSES 93/4' THIS P919303) �� µ-0 26'-5 2s-1D 1/Y M-B• START SDSSOR TAI m 39-1 3/8 0-3 7/8' ^jII ---- -- 1117x6011r-- T-- -----I p � I 60' lH T18 LINEN ABOVE E #1 \ 4 (3)-f CUR DiDPs 21 TV./RL BEDROOM 41 PREP FOR TAAINLESS 124 I. WATER HEATER 1 $p p' 11 Id 61r v I RHz -g FANMGHT RFD.' �I I ,o RHEOSTAT 60 19GH =1MMEI1 _ T.V./PH. a 7{[ISTI. SDI. HMfT I - rv./pN. a �l-', _ _ I nDDDIMT A. © ° 1z / Z,,sm fEFT €° &RETEPf. on I�$A T.V./PR & REEEPT. 9A s a ; Mi 6B\ FAN%IIGHT PREP. \ m BEDROOM #2 126 I � / _pK 1/ fi X3�4' W I 0 wP I � LL IkW�� LINEN ABOVE 67 � HANDICAPPER \ 1 I ? :" O Tam #2 �� � �DeR� / IQo" I 'LW �a`�41 W ? €^prmp 06c1 2 g Iya! C F z�a ; S Z W�'00 ut zz� c WALL �• 41'-1 3/4' 32 3/4' FIR 3 I I%1' m a INSTALL 5-VB' TYPE I GYPSUM a INSIDE AND OUTSIDE OF WALL SEE TYPE I NOTE GI CCCO �Qi � f I g�41I � h OFFSET IOU, I g V cl I W� � o I G" OVERHANG - ALL AROUND 341/4' flp X:BC -- q�}}-- ROM UN >- - - FRA►E ONLY (WON BY Ol}�) III �'jl 241/7 X 601/4'- - - VV - - WP HANDY BOX AT DOW JACOBSEN HOMES + PREP 17-0 3/4' 19'-4' I 2s-5' PEAK (14-2 / 15 W) -1 7� 32 3/4' 1 I/Y ON SMW MCP-2272-MMS" -•R-30 ROOF INSUATION•• L MOO-766 • •R49 WALL INSULATION- 1 3- 2X4' (ADD 3- 2X8) 2,-6. ,_6. SISNAruRe-.NB . •R-22 FLOOR INSULATIDNI• • 1B'-10' 41/2 2'-91/Y 41/2' 11'4 3/8' 61/6' INSTALL E B' TYPE W GYPSUM r- START 6• WALL AT 26-9 1/2' 9'-u ve 2Y-51/Y (15 1/41 INSIDE AND OUTSIDE OF G• WALL 41.A ;". BUILD BOTII WALLS low HIGH 19-4 + 2ri-r S��(71/2'J �14 1 EE PAN (14'-I 1/41 (111 3/4) - - (111 3/4) (s)�iD (N 1/2') a (29 1/1') 34'-Y 2s-1 1/Y 2B'-O 3/4' �'�J� LIGHT AND VCNT CALCULATIONS ROOM LIGHT LIGHT VENT VENT ROOM AREA REO'D PROV'D REO'D PROV O PA55 / NAME ISO. PT.I ,(50. PTJ ISO. PT.I I50. PT.I 50. PT.I PAIL LNINGIDINING ROOM 334 26,72 44.2 13.36 232 PASS BEDROOM L1 124 9.92 10.61 496 B.71 PASS BEDROOM !2 126 10.08 17.59 5.04 9.27 PASS LEGEND - FLOOR PLAN SYMBOLS (DONO 12" OR 14" RETURN AIR DROP ITTFI I© 12" DUCT RISER LOCATION ITTP) 1� AIR HANDLER LOCATION [TYPI SHEARWALL OSHEARWALL DESIGNATOR 15CC TABLET E] COLUMN LOCATION ISEE TABLET v v v It )/8", 14' OR 19 7/8" RIDGE BEAN SMOKE ALARMS (WALL 8 CEILING) 2 COMB Co/SMOKE ALARM(51 DR ❑ "CCWARI Rf M De BION LINO aveeD: eT wU ,u;nmm=I e.N nOOP T IMRH1: ESION RDOP TOAD 1 eXPosune c TBco,n NUM. TYPE IT -SPAN CK TZIS IFBET) -11 OULI_ IPO -) C11 TTPE IPBeT, C0PLI1Pr0 LOAD POUN06I N 2 2 211 N 18.875 4534 O 0 0 N 0 O 2 2 2n4 N 18.875 O O O N O ❑2 13 1 2x6 N 18875 49l4 O O O N O O 11 2.6 N 18.875 0 0 0 N 0 O 0 0 N O O O O N 0 O O O D N 0 O O O N O 4❑ 0 O D N 0 o � 0 0 0 N O O 0 0 0 N 0 O 0 O N O ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE LOADS AND/OR OTHER FORCES ONTO THIS BUIIDINGtSTRUCTURE TNEee oOLAu ANO rL.w AIC mwmwn,u AIO mm�oerwlr wleOALa, M RMIdTB v rla• Ouvnn FAQMO CMIAN MPDBYRILL AIO1Ai1 PAMLBim 1RPOeYAl[Ql ANY uwlrxwze0 LR5 cOPiDu wee Wens, a vlmaeuflw a TIm PACL,VF w AII7 a nR: mrtorn corrAllam rNOmN n mOOM1r rewiBneO er .IA�ed Ha]e AID wr K ORUYnL 11R! wreRuu AIR MOYID® TO T1B RBWPIEM POe e1lCIPK f11e1OeGe OILY AID YII,IL MOF 60 eCARlD, C@69. M OTN�IMN Rle001L® AMDRIe OnTOBIROD TO OTIIBIn Pq AIR PWOeB VATdR LRIIReA 1eIQTRY AIRIOeRATnY TROY .IAfLeeBN MOYtl. TIH1 OYWIIM PACWO AMO ALL RA COMWH AeB 1118 dGtlYM PeOATJITY BP JACOpeEN IOYh ALL ReNTe elxerta. Da1wleHr SOH) N A 58.24 PSF OSHVJNVAT-Lm XOWN 143p�, 1s: C 5 19.26 PSF 4 C 38.84 PSF O LL SHIA, J D fl.05 PSF W DESIGN, SHEAR VALUE: DE516N SHEAR VALUE. 156.118 PLF 0 PLF O OVERTURNING FORCE O OVERTURNING FORCE: 1407 LBS O LBS DESIGN SHEAR VALUE' DESIGN SHEAR VALUE: 447.851 PLF 0 PLF O OVERTVRNING FORCE: 6 OVERTURNING FORCE: 4051 LBS O LBS DCSiGN SHEAR VALUE. DESIGN SHEAR VALUE: 128.108 PLF 0 PLF O OVERTURNING FORCE: % OVERTURNING FORCE: 2861 LBS O LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE O 151.119 PLP OVERTURNING FORCE: O O PLF OVERTURNING FORCE: 1366 L05 O L05 WINDOW SCHEDULE CUSTOM WINDOWS - THERMAL PANE - LOW E WINDOWS SIZE W nISO. WINDOWM2."B LIGHT PROVIDED FTI VENT PROVIDED ISO. FYI 18 n 667789 D 18 x Sd].789 0 18 n 40 111 1.08 18 n 60 3.41 1.741d n 66 IA2 1.74 24 x 11i.- 0 24 x 40 B.fi4! 4.1 1,11 24 n 54 12.s9] 0 0 24 n 6D 11- 6.68 J.16 50 n 18 4.372 3.3N 0 50 n 27 6.528 !B 1.73 30 n 40 B.643 5.- 2.86 50 n 60 14.435 8.84 4.64 10 n 64 IS.- 8.52 5 34 x 34 8.206 0 36 n 18 4,372 '.lee .789 0 36 n 40 8A6 6.71 3.4e 38 n 60 1 1435 10.91 5l1 38 n 8 4.914 7.789 O 72 n 13 8.S11 13.481 0 DOOR SCHEDULE DOOR x W L AREA ISO. FT.1 LIGHT PROVIDED (SO. FTJ VENT PROVIDED ISO. FTI Je n 82 11.698 0 0 38 n 82 21.630 4.7381 0 38 rt B2 21.639 57 O l2 x BO 40 52S5 16.06 108 w 80 97.162 48.81 24.D9 ¢ < 4 SO �It BI a o= ',tea iav m 4 w a o A u 3A4°z PWOR KAN MOWS: I. SOME ITEMS SHOWN MAY BE OPTIONAL. 2. FOUNDATION 15 INSTALLED DN-SITE, BY OTHERS AND IS SUBJECT TD ALL STATE AND LOCAL CODES AND NSPECTIONS. !. SOME ITEMS SHDWN MAY BE ON-517E, BY OTHERS. SITE ITEMS MAY VARY, NOT COVERED BY THESE APPROVED PLAN5. 4. WHEN INSTALLED, ANT GARAGE FLOOR AND REWD FOUNDATION ARE ON -SITE, BY OTHERS. 5. VENTILATION VENTTION I5 ON -SITE, BY OTHERS. 6. ALL RAMPS, STAIRS, 6 RAILS ARE ON -SITE. BY OTHERS, 7. AC AND HEATING UNITS ARE PROVIDED BY OTHERS 6 INSTALLED ON-53TE, BY DTHERS, B, SEE FLORIDA ENERGY CA -CS FOR ® MIN. HVAC SPECS. � 8 ANY PORCH SOFFIT IS INSTALLED ON -SITE, BY OTHERS. 10. THIS BUILDING MAY BE MIRRORED WITHDUT ANY RE -APPROVAL OF THESE PLANS (MAY BE 'FLIPPED' SIDE TO SE AFDIOR END TO END - OR BOTH) ®�11. DI SIDE SHOWN ARE ACTUAL FLOOR SIZE, EXT. SHEATHING, SIDING, ETC_ ARE NOT WCLIDED. 12. HITCH MAY BE LOCATED AT EITHER END OF BUILDING \^�y, WITHOUT ANT RE -APPROVAL OF THESE PLANS. THIS PLAN MAY BE CONSTRUCTED AS EITHER AN ON - FRAME DR AN OFF -FRAME BUILDING WITHOUT ANY RE-APPRDVAL OP THESE PLANS. NOTE THAT THE FUR. SYSTEM (JOIST SIZES) CHANGES - SEE �COSTR PUG. 14. SEE NOTES 4 6 5 ISITE PREP./FOUNDATION, DN COVER. AM RESOMM FOB W" d[UMIXApF4aaV,1411 STA W"j, ppPROVfO ^� • J erRRXs6 1RBLR� o 2 �m0 D 1- 4'01Tj•9-14 N .�.� No ® Q MFT-Bd-CP12Y1-M788• COMPLIES W/ 2010 FLORIDA RES. CODE, INCLUDING ALL 2012 AMENDMENTS /8/2014 No 638..02 71'r��il f �1� � g�g n62B couxn eDAB u, snO GDs1Ox. Ix 46aA 1D41 9lFmu � S RrAWNS my us A 0 "DRAWN; CXCUNG Q�aDi,a N.TJN.T. AM. 1110/200 SCAU.. Bnae - 1we I 2OF16 1IFEIS Enp09"re D WM: 180 MPH d10pHi MOO-786 COPTI°ONT 0 20 S JAMBBbN HONC9, BAFATY HARBOR, PLDI=A, ALL BIOlITf REBGRVBO. R SECTION 553,80(1)(d), FS, SPECIFICALLY EXEMPTS STATE APPROVED MANUFACTURED (MODULAR) BUILDINGS, BEARING THE DBPR INSIGNIA, FROM FURTHER PLAN REVIEW BY LOCAL CODE ENFORCING AGENCIES. THE INSIGNIA ISSUED BY THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION (DBPR) ATTESTS THAT THE PLANS HAVE BEEN REVIEWED & THE BUILDING HAS BEEN INSPECTED BY A STATE APPROVED THIRD PARTY AGENCY & FOUND COMPLIANT WITH THE FBC. ELECTRIC,A,L/PLUMSING CONNECTIONS: ALL ON -SITE ELECTRICAL AND PLUMBING CONNECTIONS/INSTALLATION SHALL BE COMPLETED BY A CERTIFIED ELECTRICAL/PLUMBING CONTRACTOR RESPECTIVELY. SEE PLUMBING L ELECTRICAL DETAILS 'OR TESTING L INSPECTION REGIMENTS. SITE PREP TION / FOUND,A,TION: IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT CF BUSINESS & PROFESSIONAL REGULATIONS, THESE APPROVED PLANS DO MOT CONTAIN FOUNDATIONS. 1. ALL LOTS SHALL BE PROVIDED WITH DRAINAGE AND SHALL Be GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM THE FOOTIMr WALLS IBY OTHERS(. ALL GRASS, VEGETATION, ORGANIC MATTER, UNSTABLE SOIL 15UCH, AS ALL MUCK AND/OR OTHER LIKE SO 11-51, OTHER DELETERIOUS MATERIALIS), ALL LOOSE DEBRIS, ALL FOREIGN OBJECTS, ETC... SHALL Be REMOVED FROM THE AREA OF THE FOOTINGS, AS WELL AS THE ENTIRE AREA BENEATH THE BUILDING, THE MINIMUM PITCH FOR ALL SURFACE GRADING SHALL BE AT LEAST ONE 114CH FOR EVERY TEN FEET OF SOIL AREA. WATER SHALL NOT ACCUMULATE BELOW ANY PORTION OF THE STRUCTURE. ALL SITE WORK 15 BY OTHERS, NOT JACOBSEN HOMES. 2. CRAWL SPACES UNDER BUILDINGS WITHOUT BASEMENTS, SHALL BE VENTILATED BY APPROVED MECHANICAL MEANS AND/OR BY OPENINGS IN THE FOUNDATION WALLS OPENINGS SHALL BE ARRANGED TO PROVIDE CROSS -VENTILATION AND SHALL BE COVERED W/ CORROSION RESISTANT WIRE MESH, THE LEAST DIMENSION SHALL NOT EXCEED 1/4^ IN ANT DIMENSION, COMBINED OPENINGS IN THE FOU14DATION YIAL 5 SHALL HAVE A NET FREE AREA DF NOT LE66 THAN 1 SQ. FT. FOR EACH 150 ESQ. FEET OF CRAWL SPACE AREA.BENEATH BUILDING. CRAWL SPACE ACCESS PER I I P THE FBC/FRC. MIN. 6 MIL PELT VAPOR BARRIER IS REQ'D BELOW THE BUILDING. ILD[NO. ""`ALTERNATE MEANS OF VENTILATION AS ALLOWED BY THE FBC/FRC MAY BE USED, 3. THE FINISHED GROUND LEVEL OF AN UNDER-PLDDR SPACE SUCH AS A CRAW L SPACE SHALL NOT BE LOCATED H N H E BELOW THE BOTTOM OF THE FOOTINGS. WHERE THERE 19 ANY EVIDENCE THAT THE GROUND -WATER TABLE RISES TO WITHIN 5 INCHES OF THE GROUND LEVEL AT THE OUTSIDE BUILDING PERIMETBR, OR THAT THE SURFACE WATER DOES NOT READILY DRAIN FROM THE BUILDING SITE, THEN THE GROUND LEVEL OF THE UNDER-PiOOR SPACE SHALL AT A MINIMUM Be A6 HIGH A5 1 I H THE OUTSIDE P NISHCD GROUND LEVEL, UNLESS AN APPROVED DRAINAGE SYSTEM 1S PROVIDED. A. UNLESS OTHERWISE SPECIFIED IN THIS PACKAGE( EACH END OF EACH SHEARWALL SEGMENT & COLUMN LOCATIONS SHALL B SUPPORTED A A E U TIED b OEQU TELY CONNECTED TO FOUNDATION AND/OR GROUND TO TRANSFER ALL LIVE, DEAD, AND/OR ANY OTHERWISE INDUCED LOADS. REFER TO THE FLOOR PLAN FOR SHEARWALL OVERTURNLNG LOADS & COLUMN LOADS. THE FOUNDATION SHALL BE CAPABLE OF SUPPORTING ALL LOADS. 5. THE DE51GN & CONSTRUCTION OF THIS BUILDING REQUIRES CONTINUOUS SUPPORT TO BE PROVIDED BY THE FOUNDATION 6Y5TEM ALONG THE PERIMETER OF EACH FLOOR. UNLESS OTHERWISE NOTED IN THIS APPROVED BUILDING PACKAGE; JOIST HANGERS ARE NOT USED IN THE CONSTRUCTION OF THE BUILDING AT THE FACTORY. THEREFORE, A MINIMUM 11/2" BEARING SHALL BE PROVIDED FOR ALL FLOOR J015TS BY THE FOUNDATION SYSTEM SIDEWALL & ALL MATING LINE AREAS SHA LL ALL BE SUPPORTED), 6 THE ENTIRE BUILDING/STRUCTURE SHALL FIT TIGHTLY TO THE SUPPORTING FOUNDATION SYSTEM. WHERE ANY GAPS OCCUR, WOOD SHIMS SHALL BE INSTALLED TO EN51.)RE A TIGHT FIT AND PROPER BEARING. ALL WOOD SHIMS SHALL BE FREE OF KNOTS, CHECKS, SPLITS, BREAKS, AND/OR OTHER IMPERFECTIONS. ALL WOOD SHIMS SHALL B[ OF TREATED LUMBER OR OTHER APPROVED MATERIALS]. 7. THE SOIL LOCATED UNDER ALL FOOTINGS SHALL BE COMPACTED TO A MINIMUM 96X DENSITY -PER ASTM 0-1557. FOOTERS 12" BELOW VIRGIN SOIL AND BELOW FROST -LINE. 8, THE MINIMUM DEPTH OF FOOTINGS BELOW UNDISTURBED GROUND SURFACE SHALL BE 12 INCHES 1305m 1 & IN ALL CASES THE FOOTINGS SHALL EXTEND BELOW THE PROST-LINE. 9. MATERIALS USED IN THE FOUNDATION SYSTEM OF THIS STRUCTURE SHALL COMPLY W/ ALL APPLICABLE CODES AND/OR RBQUIREMENTS IINCLUDING STATE AND/OR LOCALI TERMITE ,PROTECTION(: 1. APPROVED TERMITE PROTECTION/TREATMENT SHALL BE PROVIDED. A 6 INCH MIN. CLEARANCE SHALL BE PROVIDED BETWEEN EXTERIOR WALLS AND/OR SIDING & GRADE FOR TERMITE INSPECTION 14 INCHES MINIMUM FOR GARAGE OR PATIO SLABS). 2. UNLE55 OTHERWISE NOTED, 18 INCHES MINIMUM SHALL Be PROVIDED BELOW THE BUILDING OR STRUCTURAL FRAMING ICRAWL SPACE AREA) TO THE SOIL. 3 A T-O- 112 INCHES) MINIMUM CLEARANCE SHALL BE PROVIDED BETWEEN ALL THE STRUCTURES EXTERIOR WALLS AND ALL CONDENSATE DRAINS, ROOF/GUTTER DOWN SPOUTS, SPRINKLER SYSTEMS ALL SPRAY HEADS ANY OVERFLOW DRAINS b WATER HEATER TES D A R P R IN ION-'[lE4 A. TREATMENT SHALL BE APPLIED TO ALL AREAS BENEATH THE BUILDING/STRUCTURB IINCLUDI KO PORCHES AND OTHER LIKE AREASI, AS WELL AS, ALL EXTERIOR AREAS THAT ARE LOCATED WITHIN A MINIMUM OF V-0. 112 INCHES) FROM ANY/ALL EXTERIOR WALLS OF THE FOUNDATION SYSTEM ANO/OR ANY PORTION OP THE BUILDING/STRUCTURE DR AS ALLOWED BT THE FBC/FRC. 5. TflBATED SOIL BELOW THE STRUCTURE SHALL BE COVERED WITH A MIN, 6 MIL POLY VAPOR BARRIER. TREATMENT SHALL BeDOME AFTER ALL EXCAVATION, E D 1 BACK FILLING, & COMPACTION. ANY SOIL THAT 1S DISTURBED AFTER THE TREATMENT IS IN57ALLED SHALL BE RETREATED. 6, NO WOOD, VEGETATION, DEAD ROOTS, CARDBOARD, PAPER TRASH, DRGANIC MATERIALS, NOR ANY CELLULOSE CONTAINING MATERIALS H AL L BE BURIED WITHIN FIFTEEN O FEET F F ANT BUILDING/STRUCTURE NOR THE POSITION OF ANT BUILDING/STRUCTURE THAT MAT BC BUILT OR INSTALLED. REFER TO NOTES 1, 2 & 3 - SITE PROP/FOUNDATION SECTION. 7. UNLESS OTHERWISE NOTED, A GALV. TERMITE SHIELD & P.T. LEDGER SHALL BE INSTALLED ALONG THE FOUNDATION SYSTEM WHEN FT JOISTS ARE USED LEDGER IS NOT REGO, EX' MOR GIB= NIG PROTECTION: WIND-BORNE DEBRIS PROTECTION IS NOT INSTALLED NOR. SUPPLIED WITH THIS BUILDING. GLAZING PROTECTION NOT REQ'D W/ IMPACT RESISTANT WINDOWS. p6 AO1t11 RES PACREASEDARBOR, COURT, SAFETY SAFELY HARBOR, FL 34695 727-726-1138 1:11:10E] ❑„❑ GENERAL NOTES: mRCDAOTAL AWRE-pmRDT0 G A.M.- - 1. MODULAR BUILDINGS SHALL BE INSTALLED BY A CONTRACTOR CERTIFIED BY THE FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONS IDBPRI. 2, IT 15 THE RESPONSIBILITY OF THE CERTIFIED CONTRACTOR TO INSURE STRICT COMPLIANCE TO ALL APPLICABLE CODES AND JACDBSEN HOME SPECIFICATIONS, OBTAIN ALL REQUIRED PERMITS, & SCHEDULE & INSURE THAT ANY INSPECTIONS REOUIRED ARE PERFORMED BY THE LOCAL AUTHORITY HAVING JURISDICTION. ANY AND ALL REVIEW, APPROVAL, INSPECTION, RC-INSPCCTION FEES AND/OR OTHER COSTS SHALL BE BORNE SOLELY AND EXCLUSIVELY BY THE CERTIFIED CONTRACTOR. ANY FAILURE TO CONFORM TO CODES & JACOBSEN SPEC'S MAY AFFECT THE WARRANTY 3. THE FLORIDA CERTIFIED CONTRACTOR 15 RESPONSIBLE & SOLELY ACCOUNTABLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, AND COORDINATION OF ALL WORK PERFORMED ON THE STRUCTURE, INCL. SUBS. 4. OCCUPANT LOAD . ONE PERSON FOR EACH 200 SQUARE FEET OF FLOOR AREA 6. NO PORTION OF THE MANU1rAC1URED WILDING SHALL BE INSTALLED BELOW THE BABE FLOOD ELEVATION AND THE FOUNDATION SHALL BE CAPABLE OP RESISTING ALL LOADS INDUCED WITHOUT TRANSrCRRING ANY INDUCED LOAD THROUCH THE BUILDING. 6. THIS BUILDING IS NOT DESIGN ED NOR INTENDED TO Be INSTALLED [LOCATED) IN -HIGH VELOCITY HURRICANE ZONES' - E DARE AND BRDWARD COUNTIES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT EACH BUILDING IS INSTALLED E 1M THE REGION FOR 1C O T H H HAS BEEN DESIGN W I E AND CONSTRUCTED. JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCY, ALONG WITH THE ARCHITECT AND/OR ENGINEER OF THE BUILDING PLANS BHA NOT LL N BE HELD LIABLE IF A BUILDING IS INSTALLED INTO A BU L NG N REGION FOR WHICH IT HAS NOT BEEN DESIGNED. THE CONTRACTOR WHO H INSTALLED THE BUILDING SHALL B P EAR SOLE LABILITY/RES DNS[BL[TY. 7. THESE DRAWINGS. PL ANS, L AN6 DETAILS. AND SPECIFICATIONS MAY NOT NECESSARILY DESCRIBE EVERY POSSIBLE PIECE OF WORK TO Be PERFORMED. IF ITEMS ARE NOT SHOWN BUT ARE RE 'D FO R OR THE COMPLETION OF ANY ITEM INCLUDED IN THESE DOCUMENTS THEY SHALL B CONSIDERED T N UD D E I EKED D BE 2 CL E AS PART OF THESE CONSTRUCTION DOCUMENTS. S. PARTIAL SETS OF CONTRACT DOCUMENTS (PLANS, NOTES, DETAILS AND SPEC'SI ARE NOT AVAILABLE FROM JACOBSEN HOMES OR THEIR ENGINEER AND SHALL NOT BE DISTRIBUTED BY THE CONTRACTOR TO SUBCONTRACTORS OR OTHERS. OVERLAPPING DETAILS FOR DIFFERENT TRADES MAY APPEAR ON OTHER SHEETS. �y/�, TRADES & SUBCONTRACTORS SHALL BE COORDINATED BY THE CONTRACTOR. N(M. THE FLOOR AND/OR ROOF DEBIGM OF THIS PLAN IS 'LIGHT -FRAME TRUSS -TYPE CONSTRUCTION" AS REFERENCED IN PAC RULE 59A-3.01216L POSTING OF NOTICE SIGN15) AS REQUIRED BY PAC RULC 6BA-3.012)6) SHALL BE SITE INSTALLED AND IS THE RESPONSIBILITY OF THE BUILDING OWNER. W,A IMING: INSTALLING A MODULAR S RU T CTUR[/BUILDING CAN BE EXTREMELY DANC[ROUS. ONLY QUALIFIED PERSONNEL SHOULD ATTEMPT TO INSTALL A MODULAR STRUCTURE/BUILDING IMPROPER PROCEDURES OR TECHNIQUES COULD RESULT IN SERIOUS INJURY OR DEATH IN ADDITION TO THE DANGER TO PERSONNEL, IMPROPER INSTALLATION COULD RESULT IN EXTENSIVE DAMAGE TO THE BUILDING/STRUCTURE. NEVER ATTEMPT INSTALLATION IF YOU ARE NOT QUALIFIED OR 00 NOT HAVE THE PROPER TOOLS AND/OR EQUIPMENT. ATTENTION LOC,A,I,6 SUILOING WART.: THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY THE MANUFACTURER, HAVE NOT BEEN INSPECTED, & ARE NOT ATTESTED TO OR COVERED BY THE STATE OF FLORIDA DEPART. OF BUSINESS & PROFESS. REGULATION'S INSIGNIA. THIS LIST DOES NOT NECESSARILY LIMIT THE ITEMS, WORK, AND/OR MATERIALS THAT MAY BE REQ'D FOR A COMPLETE INSTALLATION. ALL SITE INSTALLED ITEMS ARE SUBJECT TO APPROVAL BY THE LJHA. ALL CODE COMPLIANCE FOR ANY SITE INSTALLED ITEMS SHALL BE DETERMINED BY THE LJHA AND ARE THE SOLE AND EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR FOR THE STRUCTURE & NOT JACOBSEN HOMES. SITE INSTALLATION INFORMATION IS CONTAINED WITHIN THIS APPROVED PACKAGE. SITE INST,ALLF0 ITEMS: THIS LIST CONTAINS EXAMPLES AND SHALL NOT BE CONSIDERED ALL INCLUSIVE: 1. ALL SIT[ GRADING/FILL AND LOT PREP. [INCLUDING DRAINAOCI. 2. THE COMPLETE FOUNDATION, TIE -DOWN, AND ANCHORING SYSTEMS. 3. TERMITE MI E TREATMENT AND HEODIRED VAPOR BARRIER BELOW STRUCTURE. 4. RAMPS, STAIRS, AND GENERAL ACCESS IINCLUDING ALL ACCESSIBILITY REOWENTSL S. BUILDING DRAINS, CLEAN -OUTS, AND HOOKUP TO THE PLUMBING SYSTEM151. 6 ANY PORTABLE FIRE EXTINGUISHERIS1 AND OR FIRE SUPPRESSI ON SYBTUMISI REO'D 7. ELECTRICAL SERVICE IINCLUDING FEEDERS) & LRO55-OVCRS ON MULit-SECTION UNITS. 8. ALL UNFINISHED DRYWALL - COMPLETE PANEL FASTENING, TAPE, & TEXTURE. 3/8' NAILS - 8: O.C. .C. MAX.;MA% 3 /6 SCREWS 16" D.C.MAX,[ S D DRYWALL V .L. N. . - UNF N HE RYW LL ONLY, 9. 67RUCTURAL A & [S THETIC INTERCONNECTIONS BETIV['EN M DUL 6/S '6 o e ecnoN . 10. ENT, ENDING M ROOFING D R r (D1CL BONDING OF METAL oo OR OID N0 l ROOF CO VdtINOB L T. EXTERIOR WALL FINISH 1ENDWALLSI AND 001-f7T MATERIALS IENDWALL/PORCN MEASL 12. WINDOW GUARDS, WINDOW PROTECTION, STORM SHUTTERS ION -SITE, BY OTHERS). 13. BOTTOM OF FLOOR INSLA TION/BOTTOM BOARD MATLRIAL (WILL BE NOT ED ON PLAN. 14 CROSSOVER DUCT AND CONNECTIONS (HVAC)- INCLUDING RETURN AIR DUCTS 15. AIR CONDITIONING AND HEATING SYSTEM IREPER TO PLOR30A ENERGY CALCULA7ION5 FOR MINIMUM EFFICIENCY REQUIREMENTS) INSTALLED ON -SITE, BY OTHERS. 16. HVAC DISCONNECT, WIRING, BREAKERS, SERVICE RECEPTACLE, ETC 17. ROOF COVERING AT HINGE AREAS, DRY-1N, AND COMPLETION (RIDGE/DORM[R8, ETC..). 18. GABLE END FRAMING WITH HINGED ROOF SYSTEMS. 19. FIREPLACE CHIMNEY STACK, VENTILATION SYSTEM. FIREPLACE CHIMNEY FRAMING. 20. REED GRAD BARS AND ANY OTHER ACCEABLE rGTURES THAT ARE REQUIRED. 21. ONLY WHEN NOT INSTALLED IN THE PACTORY, INSULATION AND RIE'D AIR BARRRR 22, HIGH EPPICACY LAMPS REQUIRED BY PRO R404 ARE INSTALLED ON -SITE, BY OTHERS IS. 'DUILDINB ADDRESN AO REQUIRED BY FOC R I ARE INSTALLED ON -BITE, BY OTHERS LOCAL APPROVAL IS NOT REED FOR STEMS INSTALLED AND SKI PECRO AT THE FACTORY. CAUTION: MODULAR 5 6UI D N ST L N G/ RUCTURES CAN WEIGH SEV A 0 ER L TONS IT Is EXTREMELY IMPORTANT THAT ALL PERSONNEL, DN THE JOB SITE, BE OUALIPEO AND PROPERLY/ADEQUATELY TRAINED A FLORIDA CERTIFIED CONTRACTOR IS REQUIRED TO BE RESPONSIBLE FOR ALL SAFETY INITIATIVES, PROGRAMS, POLICIES, OR PROCEDURES THAT MAY BE MANDATED BY 05HA AND/OR OTHER LOCAL, STATE, AND/OR FEDERAL CODES AND/OR REQUIREMENTS, THE CONTRACTOR SHALL INSURE/REQUIRE THAT SAFE AND PROPER TECHNIQUES ARE ALWAYS USED. 1. 2. 3. MEAN ROOF HEIGHT VARHI: 15 FEET MAXIMUM FLOOR LIVE LOAD, 40 PSF ROOF LIVE LOAD, 20 PSF D6.N WIND PRLLSURES EOE COMPONENTS AND OABDMO NPSEI, LILT DESIGN WIND PRIES. NOM. DESIGN WIND PRIES. 4. DESIGN WIND SPEED. 160 MPH - Vuif (Ultimole) PW =WALL CSC LOADS STRENGTH DESIGN ALLOW, STRESS DESIGN S. WIND IMPOIQANES (ACTOR: IW . 1.0 VHIH VR.d RIEX Lale9ary: l3 - WINDOWS AREA 20 EQ... ARPA 120 SOJT. 6. WIND EXPOSURE D 20NEgv g5.] PSF -929 P5F 91.92 PSF -SB.]4 PSF _ € 7. RE COEFFICkY.IENT, (NORMAL PRESSURE COEHI�l11 GCpi 0.18 (Enclosed) ZONE S m 65.7 PSF-114.66 PSF S142 PSF -68.6 PSF 1� w DESIGN WIND PRESSURES FOR COMPONENTS AND CLMgNG IPSFI: PIN . WALL C&C WAM M W qy7 ER5v.. i ULT. DESIGN WIND PRES. MOM. DESIGN WIND PRCS. F%tF•bR'SW'I DOOR 2.-O 5 AREA 20 SQR 5 AREA PR. ROD, CME LDAD3 STRENGTH DESIGN ALL OW, STR DESIGN ZONE 81.68 P5F -89.08 PSF .9.15 FSF -5].45 P5F _ TRES ZONE 1 . 4538 PSF -7B.35 PSF 2963 PSF -4].01 PSF ZONES . 81.88 b -10] O2 PSF PSP 491 4 ! PSF -6 11 PSF 0 s EE 2 ZONE]. 49.59 PSP-136.50 PSF 29.65 P5P -SIG4 PEP G = TONES. 49,30 P5F-201.83 Per 29.63 PSF -121.1 P51- WALLCSCLOADS f lmF OVERHANG )GADS ZONE 2=-159.]J PSF -®y By PSF E_N0 0UMIE D_ ZONE 4. 10 SO- 5 AREA 81.88 PSF -89.08 P5F 20 M.N. 5 AM 4813 PSF -53.45 PSF e O ZONE 3.-267.83 PSF-160.52 PSF ZONES= 81.88 PSF-107.02 PSF 4G* PSF -84.21 PSF PIN= WALL UC LOAM PIN . WALL C&C LEADS WALL/SIDINO FRENCH DOOR ImUSLO SO AXE.. 5 AREA SO SOTS- 5 AM ZONF4. 85.7 PSP -B 29 PS a F 51. 9P -55.74 PSP 2 P O ZONE 4. T. 673 PSF -96.73 PSF 4,. 4 -5 0 P 0]6 PSF ZONES. BS] PSP -t 14 66 PSF St 4 F . 2 PSF -fiB8 P9 O Z NF A v 76 3 7 PSF -96.]3 PSF EF 46 04 PSF -98.04 PSF TIME STATE OF FLORIDA RIn141Nu, 2010 FRC 2012 AMINDVD/Q MFOLIMGL 2010 FRC 2012 AM[NYMPNO ELL_mU 2008 NEC a 2010 FRC U 2010 FRC THIS STRUCTURE HAS NOT BEEN DESIGNED OR APPROVED FOR PLACEMENT IN HIGH VELOCITY HURRICANE ZONES IHVHZI.]LE., DADE COUNTY OR BROWARD COUNTY). THI5 BUILDING IS SUBJECT TO REVIEW AND APPROVAL OF THE FIRE INSPECTOR, ON-SUTE, FOR COMPLIANCE WITH CH 033 FIRE SAFETY CODE. JACOBSEN HOMES CERTIFIES THAT THIS MANUFACTURED BUILDING HAS BEEN EXCLUDED FROM THE REGULATION OF THE UNITED STATES DEPART. OF HOUSING & URBAN DEVELOPMENT HUDI. DESIGN WIND SPEEDS. 180 MPH - Vult (Ultimata) 139.4 MPH - VOBd (Allow. St,9BB De5i9n) UBE THE DESIGN Or Vmtl - 1B0 MPH, EXPOSURE C, MRH . 30 FEET IN THE CONSTRUCTION MANUAL FDR THE DESIGN OF Vult . ISO MPH, EXPOSURE D, MRH . 10 rEET. IMSODENTW /// I PACMGf PLAN S09CIS & DRAWING PACKAGE LISTING ,AGENCY OPP-OVAL )NO-rcAk. 7M D NM4G PACORPE COMM DESCRIPTION P,A,GE(Sj VM THE RORIDA MAMIFACIUM DUDDiNGACTOF 19"AMADRW COVER SHEET & NOTES - 1 TO THE POLLO'WING CRIPFAUu FLOOR PLAN LAYOUT 2 COMPLIES W/ 2010 FLORIDA RES. CODE, PAGE NOT USED 3 INCLUDING ALL 2012 AMENDMENTS ELECTRICAL CALC'S & NOTES 4 ELECTRICAL LAYOUT 5 DON5117AXWNTYPE V-a EXTERIOR ELEVATIONS 6 ODq)PANLY R-3 EXTERIOR ELEVATIONS 7 70mNLmm PLUMBING NOTES & DETAILS 8 OP SFORIM POTABLE WATER SYSTEM DIET AILS 9 180 MPH VANS VELOQM VQD (UHI.-I HVAC SYSTEM LAYOUT 10 I=PA71N6OF SHEARWALL & SET-UP DETAILS 11 VamwRva= O SHEARWALL CALCULATIONS 12 ,AL110MADIE FOUNDATION L 7 NDAT ON LOAD DETAILS 13 40 SF FLOOR LOAD P TYPICAL CROSS-SECTION (ON -FRAME) 14 AU01MAXIE TYPICAL CROSS-SECTION )OFF -FRAME( 15 ROOF IAAD 20 PSF EXTERIOR GLAZING PROTECTION 16 SEISMIC LOAD 0 . JACOBSEN MANWAOURIK HOMES /•-• YdI7f7�GRV 3�1: HRWH VELOCUY A' O N HURR)CAM ZDW JACOBSEN CERTIFICATION LETTER - DBPR RAISED SEAL LETTER - DBPR FLORIDA PRODUCT APPROVAL FLORIDA ENERGY CALC'S & HVAC CALC'S FLAN NO..� TRUSS DETAIL15) ) MFT-68-CP2272-M786* AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: FM PIAM COMMYVIBiH RULE 61-0 " REVIEW OF THC PLANS AND SPECIFICATIONS CONTAINED WITHIN THIS DRAWING PACKAGE INDICATES COMPLIANCE WITH THE CODES REFERENCED HEREIN, FOR PR OUIETAFPROKAL CHIC M CO CALC'S FIGURED PER R5o1.2.1.1 - METHOD 2 SPACE of RORIDA STATUTES S53-m RINSED SPIV, NOR EIECQmlDGLI,Y sun" • SP OF DORDLN6 PL" ARE ON FINE /�� 02 . IN THE THBID PAW L SIM AiSOCIPS 0 1 - 0 9 - 1 4 oPPI� As DOIEt7ED Dtr nowL1IL DlkR CO rn THE MANWACIURIS" DATA SHEET % Q AND THE STATE MWW N96DDAK SHELL SI CI y F1 GJ ' ,1-9-14 d'I(72;1 m-,2540-0044 BE PERMAPIOMY MOUNDED 70 OR IF, f� I3cl?Y6'S AROUI THE EI r WI PANEL tow-MR1. C gRTER U' R7111xC G.r INC. ModgLrar E3LAding f�tCrls R�¢ Flmida License No. SlIdI 42 16�,%B. MYRllB ATE. SECTION 565.&0111101, F5, SPECITICAL- _ _ H [ AL GN[q Y NFDncIXE: BUILDINGS SCARING Y E DBPR W FROM FURTHER PLAN REVIEW IN L COOS e CFARWATER,EI.937B6 ATTCSTSTTRIBiA[- T'MeNPLANs ,B,AveBeceW STATE A-01ED THIRD PARTY AGENCY ,IDE.w HevleWED A.. THe 9wLowGLWAs`e[En tNS,E 4D BY A A uP-7 WITH THE FLOREDA BUILDING C 1wrst yr. DSO-B1IS1 CDUPLIES W 2110 PLDRIDA Its. CODE, THIS BUILDING IS NOT A HUD BUILDING. THIS SMUCTEIM HAS DEEM 019Gt,IED MR MUMON OR Ft iA a G•.��GENS. 9:• No 6380 * I19s S • ° •..� �i °G 10NA�. ai Yr ce �D ei O . g ii 10 COUNI` ROB , RIIR A 005H,N, IN 15141 Bi0.UD IraTAUJMON ON A SM MCAT PERMOM POLV4VI M ANID 15 NOT DESGNED TO BE MOVED ONa SO ERECT D OR Qd9TA M DRAYd"6 C.TOUNG APPRO)UMATE SQUARE FOOTAGE OF BUILDING: 939.54 SQ.FT. LIVING AREA MTJN.T, DAM TI/tS/2015 THESE PLANS AND DETAILS ARE CONFIDENTIAL AND PROPRIETARY MATERIALS. THE CONTENTS OF THIS S SAGA - 1L0. DRAWING PACKAGE CONTAIN CONFIDENTIAL AND/OR PRIVILEGED INFORMATION. ANY UNAUTHORIZED USE, COPYING, DISCLOSURE, OR DISTRIBUTION OF THIS PACKAGE DR ANY OF THE CONTENTS CONTAINED THEREIN IS STRICTLY PROHIBITED BY JACDBSEN HOMES AND MAY BE UNLAWFUL. THESE MATERIALS SHLT3x ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES ONLY AND SHALL NOT BE COPIED OR OTHER- /� yEt WISE REPRODUCED AND/OR DISTRIBUTED TO OTHERS FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN iRR AUTHORIZATION FROM JACOBSEN HOMES THIS DRAWING PACKAGE AND ALL THE CONTENTS THEREIN �7IlR 6 ARE THE EXCLUSIVE PROPERTY OF JACOBSEN HOMES. ALL RIGHTS RESERVED. C COPYRIGHT 2014 )MEET Fzpc.... D DWSI 180 MPH mm MOD-786 WHEN POURmATNON SYSTEMS ARE DE839NMD OR CONSTRUCTED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCY16l ALONG WITH THE ARCHITECT AM/OR ENGINEER Or THE BUILDING PLANS SHALL CoplRlpET r� 2p,4„y1COBBEN HDMq •APETT HARBOR, FLORIDA, ALL DDNit• REER21veE NOT SE HELD RESPONSIBLE OR LIABLE POR THE POUNDATION DESIGN OR CONSTRUCTION MOOR CONSEQUENTIAL PERPORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPOMENTS AND SYSTEMS RELATINO THERETO. 1/8/2014 • < ►W EE Digitall y signed by: Michael Tomko DN: CN CC Michael Micha I: k Tomko 'C CE d_ U$" = t DI Date: - 014. 01.08 14:25: 28 - 04'00' 1 -4 ENGINEERING e INSPECTIONS CERTIFICATIONS a TESTING January 9, 2014 Jacobsen Homes 600 Packard Street Safety Harbor, FL 34695 RE: Manufacturer: Jacobsen Homes, SN Size & Occupancy: Model M:786; 24'-0" x 44'-0"; R-3 HWC Plan#: 2540-0044F To Whom It May Concern: This is to certify that the plans for the referenced manufactured building have been reviewed and approved as being in compliance with the 2010 Florida Codes and Standards with 2012 Supplement, as noted on the approved drawings, subject to the following limitations: 1. Approval covers factory -built structure only. (Note: Any alterations to factory built structure on, site voids state approval) 2. Items installed at the site are subject to review, approval; and inspection by the local authority having jurisdiction. 3. The Chapter 633 Plan Review and Inspection shall be conducted by the local fire safety inspector. 4. Signed and sealed plans shall be on file with HWC Engineering. 5. NOT Approved for High Velocity Hurricane Zone (i.e. Broward and Dade Counties) Sincerely, HILBORN, WERNER, CARTER & ASSOCIATES, INC. HILBORN, WERNER, CARTER AND ASSOCIATES, INC. 1627 $OUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 (727) 584.8151 FAX: (727) 586-3343 1 (727) M-2392 1 (727) 587.0447 Modular baps Inspection FOUNDATION VENTILATION SEE CROSS-SECTION FOR I PER ENGNEERED DESIGN ROOF VENTILATION ow ""ATI®N TYPICAL FDUNDATION FOUDARON DESIGN/CONSTRUCTION ON -SITE, BY OTHERS AND IS SUBJECT TO LOCAL CODES AND INSPECTIONS. 3B' T. STEM WALL FOUNDATION SHOWN - OTHER FOLFDATION TYPES MAY BE UEJ2M 16' x B' TYPICAL VENT ELEVATION NOTES: FOUNDATION VENTILATION SEE CROSS-SECTION FOR PER ENGINEERED DESIGN ROOF VENTILATION RIG 0"A® AcolsbfN1. FOUNDATION 15 INSTALLED ON -SITE, BY OTHERS 8. ROOF VENTILATION MAY BE ACCOMPLISHED THRDUGH 10. SOME ITEMS SHOWN MAY BE OPTIONAL. AND IS SUBJECT TO ALL STATE AND LOCAL CODES THE USE OF EITHER VENTILATED EAVES OR ROOF 14. SOME ]TENIS SHOWN MAY REQUIRE SITE INSTALLATION. AND INSPECTIONS. VENTS. EITHER OF THESE METHODS MAY BE USED 15. SOME ITEMS SHOWN MAY BE ON -SITE, BY OTHERS. 2. SOME ITEMS SHOWN MAY BE ON-S[TE, 0Y OTHERS. SEPARATELY OR IN COMBINATION. 16. THESE ELEVATIONS ARE TYPICAL ARCHITECTURAL ■ ❑ ® 517E ITEMS MAY VARY, NOT COVERED BY THESE 9. ROOF OVERHANG IEAVEI SIZES MAY VARY. TYPICAL DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATION APPROVED PLANS. FRONT AND REAR EAVES ARE IB 1/2'" AND SIDE EAVES OF THE FINAL STRUCTURE. ITEMS SUCH AS SIDING TYPE, 3. WHEN INSTALLED, THE GARAGE FLOOR AND REO'D VARY FROM 10" TO 6" NOMINAL SIZE5 SHINGLE TYPE, SHUTTERS, DECORATIVE ITEMS, ETC... MAY FOUNDATION ARE ON-5ITE, BY OTHERS. 10. BATH EXHAUST FANS SHALL BE VENTED TO THE VARY FROM THESE ELEVATIONS SHOWN. 4. ANY STEPS AND RAILS ARE ON -SITE, BY OTHERS. EXTERIOR OF THE BUILDING AND SHALL NOT EXHAUST 17. STEPS AND RAILS ARE ON -SITE, BY OTHERS. 5. LANDSCAPING TYPICAL, ON -SITE, BY OTHERS. INTO THE ROOF CAVITY OR OTHER CONCEALED SPACE. IB. ENGINEERING FOR SITE ITEMS, BY OTHERS. ❑ ❑ ❑ ❑ �L `�T 600 P,A,CKARD CCIUN, A �y� S,R.FEiY 1'1AB$o1T:, �. 34695 6. AC AND HEATING UNITS ARE INSTALLED ON -SITE, 11. THIS BUILDING MAY BE MIRRORED WITHOUT ANY 19. ALL ITEMS RELATING TO ACCESSIBILITY ON THE SITE ARE BY OTHERS AND MAY BE RELOCATED FROM SHOWN. RE -APPROVAL OF THESE PLANS (MAY BE "FLIPPED" DESIGNED AND INSTALLED BY OTHERS INOT JACOBSEN) AND 7. ELEVATION IS TYPICAL ONLY. ON -SITE PORTIONS SIDE TO SIDE AND/OR END TO END). ARE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL OF PX MAY BE CHANGED BY THE BUILDING 12, FOUNDATION VENTS ARE TYPICAL ONLY, ALL JURISDICTION HAVING AUTHORITY. CONTRACTOR, CONTRACTOR, SUBJECT TO LOCAL APPROVAL. FOUNDATION VENTILATION IS ON -SITE, BY OTHERS. 20. MAY BE MIRRORED WITHOUT RE -APPROVAL OF PLANS, 727-726-1138 WHEN FOUNDATION PLANS ARE DESIGNED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCYISI ALONG WITH THE ARCHITECT AND/OR EMOINEER OF THE BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO Yxese Onuu AID nAn ARe cwnPllaTAL uD R••OPACMRP w)Raw.a TRc mRort• a nro wum• n�vARRl mrtAw milmvm•L A1A'OII PlCvae•eO O♦•oounon Axr uwvTNP�P u•q cvm•� copouaq a RrinmRrtlPN or TwR PAOU•P. a Aln• or nR mwloD• CGHIAwm neielR w marnr PRIIIDITm eY a•aa••R�R xPle• Am w7 DR u•wY,nL nue wn:Ruu AIR PROVIDm TD Tlel RIYVYMT POII MCAIC 1Y00{0. O,ILY ANi •RILL NOT \C •GN1®, Calm, OR OIHtRWIM O�ItOpL1D MDIA WITI®YIED nl DTNOp !tlR YlY �I�RO•D WInO1R WIRY MITIGI AIIMO�RAnON PROP .MW W N01!•. TW1 DYFIM tKRAOR N!D ALL try COMIXI• AY TH! pICW1vO IRaNIRTT O!' .MOOE•q NOYG. /.LL IWR♦ R!•GIYp. COp/RIpHT ypM 63802 ' 1 : g- A •. AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PpPROVfO 1-09-14 .wL.ew NO W C G_LOMPT-88-LP11)1-M)88• F CARTER t' P55 COMPLIES W/ 2010 FLORIDA RES. CODE, INCLUDING ALL 2012 AMENDMENTS 014 0 jlilee its '• Al i itv C� jc� GOSN[N, IN ,NRI Iv♦1 uosal •0 � „ an= a-_ a-_ a-_ a-_ Lamp ORAVMb C.YOUNG CH143M MT./N.T, DAM 1V1D/YO15 ScAlb 16 6 Oy�pf .�QS vff* ERpo♦Ere D Dim 180 MPH MODELI MOD-786 Zof COPYRIGHT � •A 20K JACOEOEN HOME* PETY HARBOR PLORIM ALL RIGHT• REOMMD. FOUFDATION VENIRATION SEE CROSS-SECTINN FOR PER QIGDamtED DESIGN ROOF yQngANON FR® ""A®N ,;.•...... ..::_'''."..::-.;. TYPICAL FOUNDATION FOU60ATION DESIGN/CONS11dIC110N ON -SITE BY OTHERS AND IS S1EkECT TO LOCAL CODES AND INSPECTIONS 36' TYP. SMA WALL FOUNDATION SHOWN - OTHER FOUNDATION TYPES MAY DE UTRIZED. 16' X 6• TYPICAL VENT ELEVATION NOTES FOUNDATION VENERATION SEE CROSS-SECTION FOR PER ENGNEM DESIGN ROOF VENTATION JuGnT ATI® I. FOUNDATION 15 INSTALLED ON -SITE, BY OTHERS S. ROOF VENTILATION MAT BE ACCOMPLISHED THROUGH 13. SOME ITEMS SHOWN MAY BE OPTIONAL. AND IS SUBJECT TO ALL STATE AND LOCAL CODES THE USE OF EITHER VENTILATED EAVES OR ROOF 14. SOME ITEMS SHOWN MAY REQUIRE SITE INSTALLATION. AND INSPECTIONS. VENTS. EITHER THESE METHODS MAY BE USED 15. SOME ]ELMS SHOWN MAY BE ON -SITE, BY OTHERS. 2. SOME TEMS SHOWN MAY BE BY OTHERS. SEPARATELY OR IN COMBINATION. N 16. THESE ELEVATIONS ARE TYPICAL ARCHITECTURAL ®'W COVERED SITE ITEMS MAY VARY, NOT COVERED BY THESE 9, ROOF OVERHANG IEAVEI SIZES MAY VARY. TYPICAL DESIGNS AND MAY VARY FROM THE ACTUAL ELEVATION APPROVED PLANS. FRONT AND REAR EAVES ARE 13 1/2" AND SIDE EAVES OF THE FINAL STRUCTURE. ITEMS SUCH AS SIDING TYPE, 3. WHEN INSTALLED THE GARAGE FLOOR AND RE 'D 0 A SIZES. VARY FROM 10" TO 6" NOMINAL SHINGLE DECORATIVE IT INGLE TYPE, SHUTTERS, DECOR EMS, ETC... MAY FOUNDATION ARE ON -SITE, B7 OTHERS. 10. BATH EXHAUST FANS SHALL BE VENTED''TO THE VARY FROM THESE ELEVATIONS SHOWN, 4. NY STEPS AND RAILS ARE ON -SITE BY OTHERS. A SHALL EXHAUST EXTERIOR OF THE BUILDING AND A L NOT EXH U 1. 7 STEPS AND RAILS ARE ON -SITE, BY OTHERS. S. LANDSCAPING TYPICAL, ON -SITE, BY OTHERS. INTO THE ROOF CAVITY OR OTHER CONCEALED SPACE. IS.ENGINEERING FOR SITE ITEMS, BY OTHERS. `�T GOO PAAKARD COUR4i 6 BY OTHERSA AND AANDGMAYITBEARE RELOLATEDLED FROM SHOWN. 11 RE'APPROVDIN AL OF MAY IMAYWITHOUT THESEMIRRORED FLIPPED' IS DESIGNED ITEMS AND INSTALLED BYACCESSIBILITY OTHERS NOT JACOBSEN] AND 7. ELEVATION IS TYPICAL ONLY. ON -SITE PORTIONS SIDE TO SIDE AND/OR END TO END). ARE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL SAFE71f HAMORi FL 3"95 OF EXTERIOR MAY BE CHANGED BY THE BUILDING 12, FOUNDATION VENTS ARE TYPICAL ONLY. ALL JURISDICTION HAVING AUTHORITY. CONTRACTOR, SUBJECT TO LOCAL APPROVAL. FOUNDATION VENTILATION IS ON -SITE, BY OTHERS. 20. MAY BE MIRRORED WITHOUT RE -APPROVAL OF PLANS. n.� 727-72G-1138 WHEN FOUNDATION PLANS ARE DESIGNED BY OTHERS, JACOBSEN HOMES AND ITS THIRD PARTY APPROVAL AGENCY(S) ALONG WITH THE ARCHITECT AND/OR ENGINEER Or THE BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO TI®i DnAIU Am r4AMR ARE WMOOrtLLL AMR RRDIIERARi YM[fYLa TNa CDIIIOfIR Q TMD ortAtlD� IIICIUIRB LLNTMN WIR`RflmAL ANEAOR iIETALRm OroleR•TIWL ANi uwumlaDBo IRS LSrY1RR. UOCOMgS OR wnnamaN Q Ito IACRAR! w ANT Or TI® mM1ORR EDNIy1m TNGRGI{ w RDRLTLY REOREDIIIm eT .wZRRd IIo1lJ ARD wi of yRARI'1L neRe wlERU1U AIS iIOYIOm TD TIm RECS9MT R'DR RICGrS rwo•w QILY AIRI RM11LL IIDT RE RGINROy EEr!•q OE OMRRNIY RR/RODIRR.ID ARD/011 DIl.TIEEUTED TD OnRlD rOR ANi 11ERORD wnNour RmREY Ie1Rr'Io AITRR6ATlW r'RRR �AWR®I NOIf3 TIER DYYIIM rAEEARR AND ALL m EENICIRR Ao TIR REDYRIw HR2Rfi Or u•mood NOVA ALL RNHIR REREINR0. CQTRENIi ' R AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: Pp PROVf0 OD 1-09-14 NO N F � � �� peer nu T-BB-ROBBJM1nBI BB COMPLIES W/ 2010 FLORIDA RES CODE. Cr63802 e A �. f z0 s 22 R,-A 0WUHI'/ROde OOSX[N, IN 6ffl8 IvI Raoau � 2 a as ORAVYN: CNOUNO CRECIM 16T./N.T. DAM 11T6/400 MM 7 OF 13 wm Exposure B DUYS: *0 MPH MIDDm MOD-787 COPMGHT O *M JACOBBBN HOYGe. BArBTY HAIm014 FLOMD/N ALL RIBHTB REfmmix 14 A . yr PLUMBING Nolms: ' + 1. THE DRAIN/WASTENENT IDWVI SYSTEM SHALL BE CONSTRUCTED OF MATERIALS LISTED IN, OR ALLOWED BY, THE FLORIDA PLUMBING CODE. 2. DWV SYSTEMS MAY BE ASS DR PVC PIPING, 3 TUB AND/OR SHOWER P-TRAP ACCESS 15 PROVIDED UNDER HOME, UNLESS OTHERWISE NOTED ON THE PLANS [WHEN INSTALLED]. 4. THE BUILDING DRAIN AND CLEAN -OUTS, WHEN DESIGNED BY OTHERS AND SITE i1 INSTALLED BY OTHERS, ARE SUBJECT TO LOCAL JURISDICTION APPROVAL. 5, THE WATER HEATER SHALL HAVE A SAFETY PAN WITH 11NCH MINIMUM DRAIN TO THE EXTERIOR OF THE BUILDING ION -SITE, BY OTHERS). 6. THE WATER NEATER TAP RELIEF VALVE SHALL DRAIN TO THE EXTERIOR [ON-517E, BY OTHERS). 7. THERMAL EXPANSION DEVICE, IF REQUIRED BY WATER HEATER INSTALLATION INSTRUCTIONS, SHALL BE INSTALLED DN-SITE, BY OTHERS AND SHALL BE SUBJECT TO LOCAL APPROVAL. B. ALL PLUMBING FIXTURCS SHALL HAVE A SEPARATE SHUTOPP VALVE. 9. A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESH 1XR WATER INLET TO THE BUILDING [THIS SHALL BE INSTALLED ON -SITE, BY OTHERS[ E AND SHALL BSUBJECT TO LOCAL APPROVAL J 3" VENT THRU ROOF [SEE PLAN FOR LOCATION NOT REQUIRED ALL PLANS] TO. 3w VOW OMM 1pg SCALE: NTS 1 1/2' VENT THRU ROOF OR J LISTED AIR ADMITTANCE VALVE IAAVI OR JOIN W/ 3° VENT TUB ° NYC. WET VENT W.C.C. T 3• r(P. �$ SCALE: W S 10. WATER SUPPLY PIPING INSTALLED IN ANY WALL EXPOSED TO THE EXTERIOR SHALL BE LOCATED ON THE HEATED SIDE OF THE EXTERIOR WALL INSULATION. ALL WATER LINES LOCATED IN ANY UNCONDITIONED SPACES SHALL BE INSULATED WITH MINIMUM R-6.5 INSULATION (ON -SITE, BY OTHERS). Il. WATER SUPPLY LINES SHALL BE PEX, POLYBUTYLENE, CPVC OR COPPCR. 72. WATER SUPPLY STUB UPS TO BE 1/2° I. ALL SUPPLY "CROSSOVER' (MATING LINES) PIPING SHALL BE CONNECTED ON -SITE, BY OTHERS, AND SHALL BE SUBJECT TO LOCAL APPROVAL 14. ALL SHOWER STALLS SHALL BE COVERED WITH A NONABSORBENT MATERIAL TO A MINIMUM HEIGHT OF 70 INCHES ABOVE THE FINISHED FLOOR LEVEL. IF THIS IS NOT FACTORY INSTALLED IT SHALL BE COMPLETED ON -SITE, BY OTHERS, AND SHALL BE SUBJECT TO LOCAL APPROVAL 15. WHEN PROVIDED] ALL SHOWER FIXTURES SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM OUTLET TEMPERATURE OF 120'F (48.6'CI. ALL LAVS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE. 16. 7. ALL ON -SITE PLUMBING SHALL BE CONNECTED OR INSTALLED BY A LICENSED PLUMBING CONTRACTOR. ALL ON -SITE PLUMBING SHALL BE SUBJECT TO REQUIRED INSPECTIONS AND APPROVAL BY THE LOCAL AUTHORITY THAT HAS JURISDICTION. 100q 1 1111 VENT THRU ROOP OR J LISTED AIR ADMITTANCE VALVE IAAIA OR JOIN V// 3° VENT SHOWER 2" W0. SHOWK OR^& SCALE: IBIS 1 112° VENT THRU ROOF OR LISTED JAIR ADMITTANCE VALVE (AAV) TUB 1 1/1' ps SCALE: bm TMCMD D QM, AID RAM A, CMRDOIIL\L ARD FMWDBTAMY WTOMIa TND CDMIORM W IRO MAMDO M oD ,UM CoWW R NL ARDA11 RDIOLMGD DFCOLATIOL AIR UIWRMDM1aD IMF C1FRMh Do"MaS M RWn®W = W TM FAWY'i q AMT O TMB CM PMOVOm TO TM MBCWOMT FM MFBCWIC IIIITp MLT AID MRALL RDT MB WAMMD, CWI•[ DR pTMMlIMO AlMBDIIC'i AND/DM DM=WM TD DnE FM A gMB'DMD WIRWT mWROM WR1TG1 AWIID TOM PMDII JAL NDIMEF. TIDM DMAWIM PACMADM AM LEGEND 6 r P LINE 3/4" LINE ME" LINE 3 DUQW _u4p3 a w U a.lo O W cc W 'Q 3 0 63602 � la 7 It 0 EOUNIT ROAD q, PAIIA �qF{ N. IN Inal woav � Lta X 3 POTABLE WATER SUPPLY SYSTEM NOTES: D rot Hi1W,&6RMC1f APM W)& STAMPh DRAWNW a.To"No 1. WATER SUPPLY PIPING SHALL BE TYPE •L COPPER, OPEC, CROSS LINKED DEIS, O�R>i YR Rnsow. R b.TJN.T. ETHYLENE OR OTHER MATERIALS APPROVED PER STATE AND/OR LOCAL COOEIS; ORRSIR 2. WATGR HAMMER ARRESTORS NOT REQUIRED WITH NONMETALLIC WATER LINES �RMOxO �q� DAM 1"rA 15 5. THE WATER HEATER SHALL HAVE A 9AFETY PAN WITH I INCH MINIMUM DR o L)y Nr R00� qm TO THE EXTERIOR OF THE BUILDING (ON -SITE, BY OTHERS]. 4. THE WATER HEATER T&P RELIEF VALVE SHALL DRAIN TO THE EXTERIOR ION-SITE1 4 rm1vD1 mums NO BY OTHERS). In N>® 11 -IT 5. THERMAL EXPANSION DEVICE, IF REQUIRED BY WATER HEATER INSTALLATIOI'T�Ye� NNROm glpl® Unoxee� INSTRUCTIONS, SHALL BE INSTALLED ON -SITE, BY OTHERS AND SHALL B4 RmNu SUBJECT TO LOCAL APPROVAL. v Q m �� �I�t fi. ALL PLUMBING FIXTURE. SHALL HAVE A SEPARATE SHUTOFF VALVE. V MFT-BD-LP]2T2-M]BS• T. A SHUTOFF VALVE SHALL BE INSTALLED WITHIN THREE FEET OF THE FRESI WATER INLET TO THE BUILDING (THIS SHALL BE INSTALLED ON -BITE, BY OTHER P9y ®1� y AND SHALL BE SUBJECT TO LOCAL APPROVAL. R�iRI !0/� e. WATER SUPPLY PIPING INSTALLED IN ANY WALL EXPOSED TO THE EXTERIO. SHALL BE LOCATED ON THE HEATED SIDE OF THE EXTERIOR WALL INSULA— ALL WATER LINE& LOCATED IN ANY UNCONDITIONED SPACES SHALL BE INSULATEWPLIES W/ 2010 FLORIDA RES CODE, vwa EXpoe UTe D WV MINIMUM R-8.5 INSULATION ION -SITE, BT OTHZM.I. INCLUDING ALL 2012 AMENDMENTS I om 1B0 MPH MOD-786 TOO OEfAIY AIR) RAIS ARE CglIOCIf1IAL ND IYOFRSIART NAIGIALS M GOIIIORR W Tn DRAY) CD►:NII"T ® ➢Du, JACDBREN NOYES, SAFETY HARBOIS FLGRMA. ALL RIDNTR RER6W= TROVDO® TV THE REEDqEIR TOR RMQIG rusran ORI,Y At0 RNALL NOT RE CAMIM BOKM - OT 4 SUPPLY CEILINO REGISTER • + SUPPLY DUCT DIAMETER 8 ITS SUPPLY REGISTER G:Zp TP. RA. ANSFER ,RET5 TRANSFER DUCT • • HDR BALANCURN AIR] GRILLS ED (RETURN AIR SYSTEM, SEE PMG NOt.4EXCEPTION 1). © LTERNATe: GRILL MAT BE INSTALLED THROUGH THE WALL IN LIEU OF THE CEILING AS SHOWN. RETURN CC]LSNG REGISTER MECHANIC" NOTES: I. ALL AIR SUPPLY REGISTERS ARE ADJUSTABLE EXCEPT WHERC OTHERWISE SPECIFIED ON THE PLANS. 2. INTERIOR DOORS SHALL BE UNDERCUT P ABOVE THE FINISHED FLOOR FOR RETURN AIR 5 .,Cq 9. RESIDENTIAL APPLICATIONS: RESTROOM VENT FANS SHALL PROVIDE 50 CFM MINIMUM OF VENTILATION. 9. COMMERCIAL APPLICATIONS: RESTROOM VENT PANS SHALL PROVIDE 15 CFM MINIMUM OF VENTILATION. S. BATH VENT FANS SHALL BE DUCTED TO THE EXTERIOR OF THE BUILDING. 6. HVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKEIS) PROVIDING 20 CFM FOR EACH OCCUPANT OR 50 CFM FOR EACH WATER ID00 CL05CT AND/OR URINAL, WHICHEVER M GREATER. THIS 15 REQUIRCD TO BE INSTALLED ON -SITE, BY OTHERS. �T. A SERVICE RECEPTACLE SHALL Be INSTALLED WITHIN 261 OF THE HVAC EQUIPMENT KNIT). THIS REO'D RECEPTACLE IS REQUIRED TO BE INSTALLED 10O11 ON -SITE, BY A CERTIFIED ELECTRICAL CONTRACTOR. A LISTED QUICK DIS- CONNECT SHALL AL50 BE INSTALLED AS REQUIRED BY THE NEC OR OTHER APPLICABLE COOVSII ON -SITE, BY AN CERTIFIED ELECTRICAL CONTRACTOR. I IMF, II E. D/w 1�1 DwwG � Ole OI L1 I — � I � � I 12X8 L------J 12X8 I;+@ L ® 4'-8' - 14'-D' --]' 334 �20'-11A - � - 1� � :^ ,V-8A --1'b 15-4' �� @6 12X8 12XB LIVING ROOM \ T� MLR off cl'-6• � IN MEE1/I�1 R RMECHANICAL NOTES: (4NUE01: e. ALL DUCTS AND DUCT SYSTEM COMPONENTS INSTALLED IN THE ATTIC AREA WITH INSULATION, SHALL RAVE A MINIMUM R-VALUE OF R-S.O. �S. ALL DUCTS AND DUCT SYSTEM COMPONENTS INSTALLED ON THE EXTERIOR OF THE BUILDING, SHALL HAVE A MINIMUM R-VALUE OF R-1.0 OR AS ALLOWED BY THE FL. ENERGY CODE. Imo 1O. ALL HVAC COMPONENTS INSTALLED ON -SITE, SHALL BE INSTALLED BY A LILNSCC HVAC CONTRACTOR. 11. ANrCH AIR ANDLER / RETURN AIR COMPARTMENTS SHALL BE FIRE STOPPED Wo SEALED IN ACCORDANCE WITH THE FBC O - AND A N S]TIN T OTHERS. ME BUILDINGS MAY REQUIRE DUCT WORK TO 50 BE INSTALLED AND/OR IIKRD COMPLETED ACROSS THe MATING LINE AREAI51 OF THE BUILDING, Ii [S THE RESPONSIBILITY OP THE INSTALLATION CONTRACTOR TO INSURE THAT THIS ImC WORK IS COMPLETE BEFORE THE BUILDING 1S CLOSED -UP AND THIS WORK CANNOT EASILY BE COMPLETED. 13, OPT FACTORY BUILT FIREPLACES INSTALLED IN ACCORDANCE w/ FMC. IA. OPT FACTORY BUILT FIREPLACES SHALL COMPLY WITH UL-127. I ox c io 'gym (7�1 12X8 i `i �y lad RAG 11tf3 20 ICLE I~II �� 30'-0� S3 zr-r r�1� 12X6�—� BEDROOM #2 126 ( �Qt00F VEM 1L [E VEM T„' W VENT JAEUBSEN HOMES MCP-2272-M70G * ©11-13-1D13 (24'-n (15-81 OVERHw4%k" nuc-r' LAYOUT ALL DUETS TI] HAVE R-S MIN. INSUL. TH/5 ORAW/IUG IS MDT PL 3T1rEO TO rrvCAJ F • A MANUAL J AND A MANUAL S FORM ARE REQUIRED TO BE COMPLETED BY A LICENSED � � SOLID FUEL BIIM UM FIRFI ATF- HVAC CONTRACTOR ONCE THE BUILDING IS INSTALLED "vAkWHEN INSTALLED, FIREPLACE SHALL MWLV WOM IIL.127 DIU-SITE TO ENSURE PROPER EQUIPMENT SIZING (ON -SITE, BY OTHERS] TNOD m.. AND HNRI AM: D DISMAL ND FROPIOlrI Iv,� TIRE CNRMn OP Tllu DMIIDb PA a LONIAOI C9MIOEIRIN. N101R11 PRIVGLOEO ON'OIOMTmN AIR tIMVINAOT/O UK CWfM% ,n.e. kW OR ORITWNTION W T PACLAR DR AMF OF THE WRORR OW"M TWIM04 u •TIOCiLT P ,Snm DY JAWBRRI MD ARO WT K %JN A%WIA_ Y ER6 NA R ARE PROVMI.'D TO TIE smamNT FOR SMCAIO PMSO•a ONLY AND NW.L NOI BE ICANEO, COPIED, OII OMER•II- RMROOOEED NOON =71UI IROP TO OTHRA6 MR A PYRPDRC ITRNOUT MM" YIRRTEM AVINORWTmN PM 4ACO066N IIDYM YIDS DRAMNS PACKASD AND ALL ITS COWBM ARS THD EXCLUKI E PRO W JAUOSSEN N M ALL MSHTS RBNUBeD. COP,' ISM MINIMUM UM�(R�MUIRE�Ai EQUIPMENT SPECS: ALL CLIMATE ZONES: 1. PROGRAMMABLE THERMOSTAT IS REQUIRED TO BE INSTALLED. 2. REFER TO THE FLORIDA ENERGY CALCULATIONS INCLUDED WITHIN THIS LOOM APPROVED DRAWING PACKAGE FOR MINIMUM SPECIFICATIONS IN ALL CASES, THE MINIMUM EQUIPMENT SPECIFIED SHALL BE INSTALLED. IDGO� S. FAIWRE TO POTALL MGT.11 OR COOLING EOId►MENT THAT PRODUCES THE TOTAL DESIGN CFM FOR THIS BUILDING DUE EN TO APPLICATION ENGINEERING FOR HEATPIO AND CODLING AND/OR THE FLORID ENERGY ISR>a CALCULATIONS - ATTACHMENTS, MAY RESULT IN AN UNBALANCED DUCT BYSTWL A MANUAL-J PORN b RPOLRED TO BE COMPLETED BY A LICENSED ON HVAC CTRACTOR ONCE THE D=DING IS INSTALLED ON -BITE TO INSURE THAT THE ACMEATINO EQUIPMENT 10 PRCPERLV SIZED nM10 76 SEouleEe LDoa AND 15 ON -BITE, BY OTHERS - NOT JACOBSEN HOMES), u Im u 1 8/2014 / pl Ij0 ••• ,�, No 63802 0. *. it Sfia CA - , O 8 6 L COUNTf ROAD b,—A L aosNIN, IN RSTN IVAI Rsa..ob € u I"wAvft C.YOUNO CHEO®i M.TJN.T. DAM IM/2013 SCAM aneR . M1N SHM 1® O 16 vim EXpoSUro D vm 180 MPH Alkom MOD-766 COP/MONT (0 ROM, JACOBSEN HOMES, SAFETY HARBOR, FLORIWI ALL RIGHTS JUN ERYEO. 8 7R WARNING - INSTALLING A MODULAR STRUCTURE/BUILDING CAN BE EXTREMELY DANGEROUS. ONLY QUALIFIED PERSONNEL SHOULD ATTEMPT TO INSTALL A MODULAR STRUCTURE/BUILDING. IMPROPER PROCEDURES OR TECHNIOUE5 GOULD RESULT IN SERIOUS INJURY OR DEATH. IN ADDITION TO THE DANGER TO PERSONNEL, IMPROPER INSTALLATION COULD RESULT IN EXTENSIVE DAMAGE TO THE BUILDING/STRUCTURE. NEVER ATTEMPT INSTALLATION IP YOU ARE NOT QUALIFIED OR DO NOT HAVE THE PROPER TOOLS AND/OR EQUIPMENT. CA ARON: MODULAR BUILDINGS/STRUCTURES CAN WEIGH SEVERAL TONS. IT IS VERY IMPORTANT A CERTIFIED BUILDING CONTRACTOR IS REQUIRED TO BE RESPONSIBLE FOR ALL SAFETY INITIATIVES, PROGRAMS, POLICIES, OR PROCEDURES THAT MAY BE MANDATED BY OSHA AND/DR OTHER LOCAL, STATE, AND/OR FEDERAL CODES ANO/OR REQUIREMENTS. THE GDMTRACTOR SHOULD INSURE/REQUIRE THAT SAFE AND PROPER TECHNIQUES ARE USED. SFI C 7,, TWOAD6 NMII INSTALL A aA N6TA LED D o« SH'CLD 6KTWr „i D E TDUeO�B 6TP1. 11poi er°own roR a.ARml C. 66 rRAP6Ds p 61NE'S E., AlMA BUDBTrt W/ I- MAiare LI Axc No N 6 DTRA 1 oui�eo wTHERE / Ina FOUx04nox ox-S [,IToTH res FAUTEN EACH 2.6 foR 2.121 LEDGIR 47:TE IBDTH 6NCK61 AT 11' roc[IDATIPN DN SITE. BT oTHERs �4 W9DD SCA[wsmYP0T11" IeERG roR 9PECIF IMAY D[ SieNWALL. PIER9�BnLTS erel. R[rM t0 AS- EN SN-ET AL DETAILS 1 THROUGH 3 ONLY APPLY WHEN uxe roR 6 L"`A6L A HINGED TRUSS SYSTEM 15 INSTALLED NISI" "'Lie o UP C ON THE STRUCTURE. HINGED TRUSS SYSTEMS AT AUL rR.MtvD MENDEns`ivo c4I. ICILI ci ALL BURS SICKED. ARE OPTIONAL I THE TRUSS s 1. THE Op(I av Wpo PosQ TD FA RyI, ac ROOF UNTO POSITION ANN ININOC. I- POBTI `ANOLINS C/`.LI� IE1 K P 6 TYP. HINGED TRUSS DETAIL INOT REO'D ON NON -HINGED ROOF SECTIONS) 1 i ( I IP11 SCALE: 114'=1' W AT AL / O TIO . AND TO KEEP COxxC H BiEMD R WILL L OxI� 'Ao LOc4rIOu5 LL m °PB Vv , 1HEICASE uO LENorx Dr 1 VK. I SeALINo ReOVIReuerm aeeelrR% Cx°5L°°OR evowa B, �ND C-I j KON9 MATING LINEISI CONNECTIONISI MATING LINEISI LONNECTIONISI - {FLOOR / NWALLS Scala: N T.S. Pi 1 SCALE: N T.S. DESIGNED WiTH OF LUNMER SIKAMAOU DESIGN SFEQFiCIMONS MINIMUM DESIGN SHEAR VALUE IPLF) APA(TeCO RATED SHEATHING SHEATHNG FASTENER TYPE SHEATHING FASTENER LENGTH (MIN) SHEATHING FASTENER MAXIMUM SPACING (EDGe. ONLY - NOTE 61 WALL TO WALL, WALL TO FLOOR, L WALL TO CEILING PASTENeR FASTENER SPACING 160.Yx PUP SHEATHED ONE SIDE ONLY 16 GA STAPLE I's IN 6 IN. O.0 MAX. 0.151'x3 V2' NAIL 9.438 IN O.C. MAX. 24L08 PLF SHEATHED ONE SIDE ONLY 16 GA. STAPLE 175 IN 4 IN OC. MAX 0.13Px3 1/2' NAIL 6.383 IN. 32144 PLF SHEATHED ONE 510E ONLY 16 GA STAPLE is IN 3 R. O.0 MAX. 0.15Pp 1/2• NAIL 4.]19 IN. OC. MAX. 413.28 PLF SHEATHED ONE SIDE ONLY 18 GA STAPLE 1.75 IN 2 IN. O.L. MAX - SEE NDTE 1 D13FN3 1/V NAIL 1,67 IN. O.C. MAX .D. PLP SHEATHED ONE SIDE ONLY 15 GA. STAPLE 1.75 IN. 6 IN. O.L. MAX. O.IDV'N3 1/2" NAIL T.55 IN. O.C. 298.4E PLF SHEATHED ONE SIDE ONLY 15 GA STAPLE 1T5 IN, 4 IN. O.G. MAX. BI1 Vx3 1/2" NAIL 5.OB2 1N. O.C. MAX. -A PLF SHEATHED ONE SIDE ONLY 15 GA STAPLE 1.75 IN. 3 IN. O.G. MAX BEV.> 110 NAIL 3,)T5 IN OC. MAX. 510.8E PLF SHEATHED ONE SIDE ONLY IS GA STAPLE 1.75 IN. 2 IN. O.C. MAX - SEE NOTE 1 0.13Fx3 1/2• NAIL 2869 IN. O.0 MAX. 255.34 PLF SHEATHED ONE SIDE ONLY 14 GA STAPLE 1.15 IN 6 IN. D.0 MAX 0.15VO V2• NAIL 6.445 IN. O.C. MAX 35OA4 PLF SHEATHED ONE SIDE ONLY 14 GA STAPLE 1.75 IN. 4 IN O.C. MAX 0.1>1'x> 1/2• NAIL 4.352 IN O.L. MAX. 47068 PLF SHEATHED ONE SIDE ONLY 14 GA, STAPLE 1.75 IN 3 IN. O.C. MAX O1>P0 1/2• NAIL 3225 1N. OC. MAX. 596.86 PLF SHEATHED ONE SIDE ONLY 14 GA STAPLE 1.75 IN 2 IN. D.C. MAX. - SEE NOTE 1 0.131"x3 1/2° NAIL 2,541 IN O.C. M.AX. 292.74 PLF SHEATHED ONE SIDE ONLY 0.151 NAIL 1B]5 IN 6 1N. O.C. MAX. 0.15V'x3 1/2• NAIL SISI IN. O,C. MAX. 4{198 PLF SHEATHED ONE SIDE ONLY 0151 NAIL I-S IN 4 IN O.C. MAX. 013Px3 V2• NAIL 5.452 IN OC, MAX. 585.48 PLF SHEATHED ONE SIDE ONLY GUN NAIL I6]5 IN 3 IN. O.C. MAX 0.13Px3 112• NAIL 2.531 IN. O.C. MAX. 746.2 PLF SHEATHED ONE SIDE ONLY D131 NAIL 1l375 IN 2 IN O.C. MAX - SEE NOTE 1 O131'0 1/2• NAIL 2033 IN O.C. MAX. 642.88 PLF SHEATHED TWO SIDES 16 GA STAPLE 1.T5 IN. 3 M. O.C. MAX. 0.15V'x31/2° NAIL 2359 IN. O.C. VAX. 803.6 PLF SHEATHED TWO Ef0E5 IS GA STAPLE LTS IN 5 IN. O.L. MAX. DI1V'x3 1/2• NAIL I... IN O.C. MAX. 1170.96 PLF SHEATHED TWO SIDES 0.1>1 NAIL 1675 IN 3 IN. O.C. MAX. 9f00 1/2- WOOD SCREW 1,623 1492.4 PLF SHEATHED TWO SIDES B*I NAIL Iwo IN 2 IN O.G. MAX - SEE NOTE 1 F12x3 V3• WOOD SCREW L6D8 iN OC. MAX NOTES FOR TAKN-114 I. 5HEARWALLS WITH SHEATHING FASTENED 2^ O.C. MAXIMUM REQUIRE DOUBLED STUDS AT ALL D55 EDGE5/9EAM5 AND AT ENDS OF WALL 5BGMENTS. 2. WALL STUD SPACING IS I6" O.L. MAXIMUM 3, NO GLUE IS REQUIRED, SPECIFIED FASTENERS ONLY. 4. SHEATHING ON WALL 19 NOT REQUIRED TO Be CONTNUOUS ACROSS ANY CONNECTION [WALL TO WILL, WALL TO FLOOR, OR WALL TO CEILING TRU591. 5. 0120 NAILS DR D.13V NAILS MAY Be SUBSTITUTED FOR W161 STAPLES 116 GA OR 15 GAI FOR FASTENING SHEATHING TO FRAMING ON A ONE TO ONE BASIS OR AS SPECIFIED IN THE APPROVED CONSTRUCTION MANUAL OR FASTENER SUBSTITUTION SHEETS/TABLES. 6. SHEATHING FASTENING - ALL FIELD FASTENERS FOR SPECIFIED DESIGN SHEAR VALUES (PLP) ARE 5. O.C. MAXIMUM SPACING TALL PASTENER TYPEBI. T. PASTENeR SPACING LISTED IN THE TABLE SHALL BE CONSIDERED AN AVERAGE SPACING. FASTENERS MAY EXCEED THIS SPACIN3, AS LONG AS, THE AVERAGE TAKEN FROM ALL FASTENERS IS EOUAL TO OR LESS THAN THE MAXIMUM SPACING ALLOWED (APPLIES TO SHEATHING AND/OR WALL FASTENERSI A ALL HOR120NTAL SEAMS ARE BLOCKED. 9. VALUES TAKEN FROM ESR-1539. ID. MINIMUM FASTENER PENETRATION INTO FRAMING MEMBERS 15 11/2" UNLESS OTHERWISE SPECIFIED IN THIS TABLE (WALL FASTENING ONLYI 11. TABLE VALUES MAY Be INTERPOLATED, 12. ALL VALUES IN THE TABLE ARE BASED ON 3/P APA OR TEED RATED SHEATHING - GREATER 5HEATHING THILXNE95ES MAY BE SUSSFITNTED. 13. TABLE VALUES MULTIPLIED BY 0.82 FOR SPF AND 14 FOR WIND. W TABLE VALUES ARE BASED ON 5PF LUMBER IYIALL FRAMING) B " ALI e.°*A 1101 - L R"P SECTION I3Axiwp RPAcI'S Nr v TYP. HINGED TRUSS DETAIL Ix0 olu. tLeAuiS REGO ON NON -HINGED OF SE�CTIDN51 )--ILNO. AKI- a[oPERNCTER aeutrve ReDUIRerr_ur, D awREO 1 PL Crt 11.1 s o cel wcl oxe &T THERE. MATING LINEIS) CDNNECTIONISI b S®N OMS oil Scan: IRTs• HDU8-SD52.6 7/811 TREADED ROD/ANCHOR BOLT HDU11-SDS2.5 V THREADED ROD/ANCHOR BOLT 3- X ]° x 5/16^ MINIMUM METAL PLATE UNDER FLOOR JOISTS SIDEWALL OR MATING LINE WALL THE ADJACENT WALL WIDTH (THICKNESS) MAY BE INCLUDED IN THE EFFECTIVE LENGTH OF THE SHEAR WALL THAT IS ATTACHED TO THE ADJACENT WALL. SHEAR WALL EFFECTIVE LENGTH 8 KAN VIEW SC RLE: N•T•S• ® IwsrALteu Y wo0o aca&w6 EACH etDe Dr eAP. °ye•- i%/ NBT.ueD TYP. HINGED TRUSS DETAIL INOT REO'D ON NON -HINGED ROyO�F 5ELTIyO{Ny51 SCALE: N.T.S. UHI vERHPLAI-I 6" uNoeRurueur. REO'D MATING LINE(S) DRY-IN/PLASHING 7 - PLAN VIOW Pi i SCALE: N T.S• O 5IMP50N HOUB-SD52.5 OR HDUII-5D52.5 IFL, PRODUCT APPROVAL NUMBER IF 6482) FASTENED TO DOUBLE STUD MIN. (A) OR TO SINGLE STUD AT THE SIDEWALL OR MATING LINE WALL IBI PER THE MANUFACTURERS RECOMMENDATIONS. HDUe-SDS2.S 7180 LBS HOU11-5052.5 • 9695 LBS (3) PLOOR JOISTS 155P OTHER DETAIL9 FOR JOIST SPECIPIC51 BELOW SHEAR WALL AREA. �L LOOK! STRAPS OP EQUIVALENT TENSILE CAPACITY De useD IN ueu DF rHe BRAccei9 e1+owN HeaelN -see orHeR view END VIEWS SHEARWALL FASTENING TO JOISTS IPACTORRVYY IINSSSTTALLLLLEDI sloe, v wwS �� � SC14IdE: N.ZS. A. YHOSS BCTAIN ARE, FIMC ARE OollIBp11TI6 m, FR9FCBTART IIAT ERI" THIS 6TIIIIMN OF THu OIIA91B99 M�A9E WRTAIN BBIP10pR,AL AICIg1 FIBVBLRB D6'OIBUTIDIL AM uNAVTNOkm.'0 LSUR BBPITNN. 81901BK16C'• BI1 BNITCBDO01 BP TMR RMKNP LA AM BF TM OON[CIL[N IEIR DOm TNERDIAARE u �fl1BM1T FRBMNtTN BY r 4AERR NBIIs AIE MT NB LTLAIRRI ". WTEIWs NES FIPLTO� TB TIC RECIP2MT FBR IL►6CIPLC RIAIfeNH BNLT AIC NHAUL NBT an NCAI6E0. BDREB, OR B'iHERINEE RCIRm{C'tn ABp/a1L puTR001ED TB BTIETH I1BR Allf NY@ORB TIIi11DVf CXI'IWR 1YCI.IEN AyT1CR14ATSH IT.BII UAMMgI HBICR, TIBY 9RAT/,1N RVICWR ASKS ALL In CBMRMR M! TIE EXCLYBIYB RRBIORTT BP JAOSMEN MOYA ALL YCIH RENpNEB. CBfTR1MT 5014 I AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: I PpPROVeppK M.o 1-09-14NO WK. o-' EST IS Is, (1R ��� � 1 MFT-68CP2])2-M)B6•N Py�� DARTER R' COMPLIES W/ 2010 FLORIDA RES. CODE, INCLUDING ALL 2012 AMENDMENTS 63802. t ad �b D.YDUNG Qom+ IRT./N.T. DAM IM/20/J SCRIEI B/w w I'D- $IIE�iI 11 OF 16 WE6 EXp.BMrD D DNISI 180 MPH MODELI MOD-79 CO►MGHT J 201% JAC06NON HONEY, SAI•CITY HARBOR, FLORIDA ALL RIGHTIS RBSCIRYM 14 ❑❑■❑ PLAN NUMBER: MIT-68-CP2272-M786• ALLOWABLE STRESS DESIGN: INTERIOR ZONE: 58.84 PSP IASD . ULT + 0.6) WIND PRESSURES (ASD-WPI CND ZONE: 5B- PBf- OE SIGN WIND SPEED: Ill. MPH - VM11 NIIlmmol TOTAL EXPOSED SIDEWALL/EAVES AREA: 109 INCHES / 11.0 9.OBJ IEET ❑„❑ MAX. MEAN ROOF HEIGHT IMRHI: 15 FEET SIDEWALL TRIG. TTOTAL EXPOSED / 2.01: 54.5 INCHES / 12.0 4,Sa2 FEET EXPOSURE: D ROOF PITCH WITH SELECTED TRUSS: 2.72/ 12 ❑❑❑❑ WIND 1MPORTANLE FACTOR: Iw 1.0 ROOF ANGLE WITH SELECTED TRUSS: 12.76B' IDCGRC[91 RIBk La1ay=y. N MAXIMUM ALLOWED DESIGN ROOF ANGLE: 1Y tDEGRECS) OR >22 / 12 ����+a•'I IPRESSURE I O'8 IGncleeedl NVELOLTY ,t{�■R�`jd■�,: v ^ HURRICANEAL HIGH ZONE: NDPI TOTAL DESIGN ROOF HEIGHT: 4DI92 INCHES / 12.0 • 3.340 FEET floc DTHER APPRDVED, LISTED TRUSSES MAY BE SUBSTITUTED IF MAXIMUM ROOF ANGLE, SPECIFIED ABOVE, IS NOT EXCEEDED. ALL CALCIS CONTAINED WITHIN THIS PACKAGE ARE BASED ON THE MAX. ALLOWABLE DE51GN ROOF ANGLE, SPECIFIED ABOVE. 5HEARWALL MIN. SHEARWALL MIN SHEARWALL HEIGHT (IN.) - LENGTH LENGTH MINIMUM ALLOWABLE SHEARWALL LENGTH: 10. / 3.5 30.857 INCHES 1 120 2.571 FEET WALL 1: WALL 2: - - - WALL DEC ION: 121.25 INCHES TOTAL TRIBUTARY SPAN: 4.8 FEET WALL PurE _ WALL SECTION: 86.75 ] SECTION: O INCHES LL To WALL SECTION: 0 1 WALL SECTION: O INCHES END ZONE DISTANCE: 4.8 FEET W w - ALL SECTION: o I WALL SECTION: O INCHES INTERIOR ZONE DISTANCE. 0 FEET xse onf . a,MMi'wiLs a a: cs. x,x ev,cLRO WALL SECTION: 01 WALL SECTION: O INCHES IPEETI WALL SECTION: O I WALL SECTIDN O INCHES FEET) SIDEWALL TRIG (PSFI WALL SECTION O INCHES (FEET] SI DGWALL TRIB (PSF) TOTAL LENGTH OF WALL: 121.25I H S DI OR ROOF HT. • DWP LOAD [ POUNDS TOTAL LENGTH OF WALL: 86.75I INCHES DISTANCE x OR ROOF HT. + DWP LOAD [ PO DS DT L EN NC E NCE n N UN EN NC N UN 4642 1 ND ZONE LOADS: .... x 1 DMDED BY / 12.OD0 INCHES WALL END ZONE LOADS: 4.8 x 38.24 289.723 POUNDS DN[DED BY: / tR.000 INCHES WALL E 9.341 x 58.24 286.305 POUNDS N T P W 4 FEET V1ALL INT RIOR ZON O x 4.542 + 38.84 • O O N S TOTAL LENGTH OF WALL: SOS] FEET WALL INT RIOR ZONE LOADS: J.6 x 4.541 x I.S.• 6J5. POUNDS TOTAL L2 G M O ALL' 10.10 CC E G LOADS: P U D [C E OBI OUN ROOF END ZONE LOADS, 4.B x >.3IS z IB.28 309.60E POUNDS ROOF END ZONE LOADS. fl.64 x B.3t9 x IFIl. 557.195 POUNDS ROOF INTERIOR ZONE LOADS: 0 + J.349 + IIG5 • O POUNDS E s ROOF INTERIOR ZONE LOADS: J.6 x 5.54E x 11,05 • 135220 POUNDS EF6w ,e.xrm 2R•aeTo TOTAL LOAD FOR SHEARWALL: 1579.333 POUNDS jEF " eoonx Ivu - O TOTAL LOAD FOR SHEARWALL: J611.f04 POUNDS TOTAL LCNGTH OF SHEARWALL: / I..- HCCT E TOTAL LENGTH OF SHEARWALL: / e.O93 PCET B` B d d E.. ° * DESIGN SHEAR VALUE DST: 15 fi.300 PLF DESIGN SHEAR VALUE DSV: 447.861 PLP I I ° 1 I L�+ SHEARWALL HEIGHT; 9 FEET L"! - SHEARWALL HEIGHT: B FEET OVERTURNING POINT LOAD. 1407 POUNDS _e9� _ _ pores r° _ - - OVERTURNING POINT LOAD: 40>1 POUNDS - WALL 3: - - - -D WALL 4: - - D WALL SECTION: 154 INCHES TOTAL TRIBUTARY SPAN: 1].21 FEET rAe MALL SECTION: 52.75 INCHES TOTAL TRIBUTARY SPAN: 9.76 FEET rABi WALL SECTION: O INCHES WALL 5ECTION: 4425 INCHES WALL SECTION: O INCHES END ZONE DISTANLGe O FEET W LL iD aEo WALL SECTION: 87.75 INCHES END ZONE DISTANCE: 0 FEET WLL TO ILI, o. a.. a /I x,tLs • e or, VAx B. Ae: WALL SECTION: O INCHES INTERIOR ZONE DISTANCE; 17.21 FEET DOR oMsxel RA I WALL SECTION: O INCHES INTERIOR ZONE DISTANCE: 9,76 PCET WALL SECTION: O INCHES IFEETI WALL SECTION: O INCHES IFEETI WALL SECTION: O H 5 F T SIO WALL TRIB. P5F WILL SECTION: O INCHES (FEET) SIDEWALL TRIB. PSF LINC E (FEET) 1 E 1 1 I E I IRS') TOTAL LENGTH OF WALL: 134 INLHE9 DISTANCE x OR ROOF HT. DWP LOAD IN POUNDS TOTAL LENGTH OF WALL: 184.75 INCHES DISTANCE x OR ROOF Y. x DWP LOAD IN POUNDS DINGED BT. / 12000 INCHES WALL END ZONE LOADS: O x 4.542 + 5B.24 O POUND. DIVIDED BY: / LID.. INCHE5 WALL END ZONE LOADS: 0 4.542 x 58.24 0 POUNDS TOTAL LENGTH OF WALL: 11.1.7 FEET WALL INTERIOR ZONE LOADS: T/21 4.542 • 38.84 3056.03E POUNDS TOTAL LENGTH OF MALL. 13.720 FEET WALL INTERIOR ZONE LOADS: 8.76 x 4.542 x ]B.84 1721.779 POUNDS ROOF END ZONE LOADS: O x 3.34E + 19.25 - O POUNDS ROOF END ZONE LOA05: 0 x J340 x IB 26 - 0 POUNDS ROOF INTERIOR ZONE LOADS: TI.21 x 1,141 + 11,01 636881 POUNDS P ROOF INTERIOR ZONE LOADS: 171 x 5.31E x 11.05 >61.183 POUNDS ! ! TOTAL LOAD FOR SHEARWALL: • 3872.91E POUNDS TOTAL LOAD FOR SHEARWALL: • 2082.95] POUNDS L�®W ecowx .ev.ueT a LBFLx a Dowx lea•cxeT O TOTAL LENGTH OF SHEARWALL / 1116] FGGT TOTAL LENGTH OF SHEARWALL: / 13.72E FEET e` e" d d R DESIGN SHEAR ALOE DSV: - 328.90E L a DESIGN SHEAR VALUE DSV: - 151.71E P F DE G H R Y I P F �oC SHEARWALL HEIGHT: 9 FEET - SHEARWALL HEIGHT: B FEET °d9 a d9 E E cSR o oIx OVERTURNING POINT L040: 2861 POUNDS f ts2 oR DP _ - _ - - OVERTURNING POINT LOAD:- 1366 POUND. - WALL 5; WALL 6 Ina° ,PA DR TecD aATeD Bxe,ixw. - o+e >1D_ ox o WALL SECTION: O INLHE9 TOTAL TRIBUTARY SPAN: O FEET WALL SECTION: 0 INCHES TOTAL TRIBUTARY SPAN: O FEET WALL SECTION: O INCHES WALL SECTION: O INCHES WALL SECTION: O INCHt5 END ZONE DISTANCE: O FEET WA T �oaAeco R,rzo oxe,Txwa oxe aloe o WALL SECTION: 0 INCHt5 END ZONt DISTANCE: O FEET wA Tna: APA on T en - oxe Noe ou WALL SECTION: - 0 INCHES INTERIOR ZONE DISTANCE: O F x.r WALL SECTION: O INCHES INTERIOR ZONE DISTANCE: 0 FEET D LT WALLS SECTION: INCHES WALL SECTION: 0 INCHES EC N 0 INC E I WALL SECTION: O INCHE5 5 TRIG. IPSF) I WALL SECTION: O INCMe5. IFEETI S. P TOTAL LENGTH OF WALL: O INCHES ROOF HT. x OWP LOAD IN POUNDS TOTAL LENGTH OF WALL! 0 INCHES O' TANC • LOAD IN POUNDS DIVIDED BY / 12.0DO INCHES ZOO, OAD + 4.542 x 56.14 0 POUNDS DIVIDED 12.D00 INCHES WALL END ZONE x 58.14 - 0 POUNDS TOTAL LENGTH OF WALL: 0 FCoft IN OR ZON 0 4542 + 3B.84 O POUNDS TOTAL LENGTH OP WALL: O FEET WALL INTERIO S: 0 4.642 x 3884 0 POUNDS y DO D ZONE LOADS: O x 3.399 x 1326 • O POUNDS R N E, x 5.31. x 1926 • 0 POUNDS !p N, 0 IN ZONE LOADS: 0 x >.J4B x 11.oe 0 POUNDS !yg 4 ROOF I 5: 0 x 8349 x 110. 0 POUNDS E.6 RT Oa sn,vnwl TOTAL LOAD FOR SHEARWALL: O POUNDS I•F x e.oD.vx Iaucxer m s TOTAL LOAD FOR SHEARWALL! O POUNO6 Rdl TOTAL LENGTH OF SHEARWALL: / 0 FEET eqL TDTAL LENGTH OF SHEARWALL: / -LET R DESIGN SHEAR VALUE (D5VI: • 0 PLP 9eG DE5IGN SHEAR VA LUE (DSV): 0 PLF FSHEARWALL HEIGHT: 0 FEET SHEARWALL HEIGHT: 0 FEET Hill - - - - - OVCRTURNING POINT LOAD: - 0 POUNDS - _�Sy - - - - - OVERTURNING POINT LOAD: O POUNDS _ WALL 7; Inv AFA ort TEED R,rzD BxEATRDID -one Bloc o o WALL B Tnw ATA oR T.. RAieD BxEAnoNo - DxE B:D_ Ox P WALL SECTION: O INCHES TOTAL Tft]BUTARY SPAN: O FEET WALL SECTION: O INCHES TOTAL TRIBUTARY SPAN: 0 FEET WALL SECTION: O INCHES WALL SECTION: O INCHES WALL SECTION: 0 INCHES END ZONE DISTANCE: O FEET w rec0 a,rzo exuT.- oxe e1De o WALL SECTION: 0 INCHE5 END ZONE DISTANCE: O FEET W Inw ,v, oa T - oxe s1o_ WALL SECTION: 0 INCHES INTERIOR ZONE DISTANCE: O F o WALL SECTION: O INCHES INTERIOR ZONE DISTANCE: 0 FEET WALL SECTION: O INCHES I I WALL SECTION: O INCHES I" WALL 5EC710N: O INCHES T TRIB. InF) WALL SECTION: 0 INCHES 'FEET' S. P TOTAL LENGTH DGDFBY AL / 12.000 INCHES ZO AD n 9.642 HT. x 5024 OWP LOAD 10 POUNDS N POUNDS TOTAL LEDMDEDNGTH FBY/AL / 12.000 INCHES WALL END 20Ne O TO NC x 60.24 LOAD IO POUNDS TOTAL LENGTH OF WALL: O PE IN OR ZON 0 '1642 + 3584 • O POUNDS TOTAL LENGTH OF WALL: O FEET WALL ]NTERIO Z O 4542 x ]B.B4 • O POUNDS 00 VD ZONE LOAD.: O x 3.J48 + 1- 0 POUNDS R N L 9- O x »bp E� P¢AwAu r•srexlxo Te neon Je,srs DI O NT R ZONE LOADS: O x J.J99 + 11.05 • O POUNDS EQ ROOF 1 Q 5: O z NDS e ]Sa8 x 11.05 • 0 POUNDS �® , BR B,RIPnxo1 TOTAL LOAD FOR SHEARWALL: o POUNDS j ®axe a DPMb IerAa.BT DR s TOTAL LOAD FOR 5HEARWALL: - D POUNDS all TOTAL LENGTH DF SHEARWALL: / 0 FEET Ld1 TOTAL LENGTH OF 5HEARWALL: / 0 PGGT DESIGN SHEAR VALUE IDSVI: • O PLF N R DESIGN SHEAR VALUE IDBVI: • 0 PLF SHEARWALL HEIGHT: O FEET SHCARWALL HEIGHT: 0 FEET OVERTURNING POINT LOAD: - O POUNDS - -es� , - - - - - OVERTURNING POINT LOAD:- - 0 POUNDS - REFER TO OTHER DETAILS FOR SHEARWALL SHEATHING / PLF TABLE JACOPO HOMES 600 PACKARD COURT, SAFETY HARBOR, FL 3469:5 727-726-1138 CONSTRICTION 09CIFICATIONS: OSHEARWALL. m N A 58.24 P5F DESIGN SPECS: °a Fs 19.2E PSF p C 318.84 PSF D 11.05 PSF DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: O 136J08 PLP (DO PLP OFO VERTURNING RCE: OVERTURNING FORCE: 1407 LBS O LEG DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: 441111 PLP 0 PLP 2 OVERTURNING FORCE: 6 OVG�4TURN1N0 FORCE: 4G31 LBS O LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE: O OVERTURNING FORCE: 318.90E PLF O O �* OVERTURNING FORCE: � : 1E61 LBS DESIGN SHEAR VALUE: DESIGN SHEAR VALUE; O151.71E PLF O rP� OVERTURNING FORCE: OVERTURNING FORCE: = 15 zo 02 2014 G E N 3F•••�` D 63802 � r DEIGN SPECIFICAEIONS: y - R 1. MEAN ROOF HEIGHT (MRHI: 15 FEET MAXIMUM ,* { 2. FLOOR LIVE LOAD: 40 PSF /y O it 1 • • A , 'O 11R /L ,•A 3. ROOF LIVE LOAD: 20 PSF 4. BASICSPED' MPH - Vult O S. WIND IMPORTANCE fACfOR: Iw 1.0 (� Riek Catogory: 11 2 6. WIND EXPOSURE CATEGORY, D �1 7. INTERNAL PRESSURE COEFFICIENT, GC i P 0.1E (Enclosed) i p V NOM. DESIGN WIND PIES. (vas d) e a e LOADS, ALLOW. STRESS DESIGN O R. DEIGN WIND PRESSURES FOR COMPONTE NAND G PS [IADDIN I Fl PR o ROOF COMPONENT A CLADDING ROAD: aa•aD COUNn..A. .-AOOSHEN, c ZONE 1 23.62, PSF n -47.01 PSF n > ZONE 2 A 7 v 28.63 PSF > -121.1 PSF > IN 66pe I>741 A>DDu AOOF OVERHANG: I(a g ZONE 2 = -95.84 PSF a > ZONE 3 = -160,52 P5F > PIN = WALL COMPONENT AND CLADDING LOAD. 999 WALL / SIDING: n ZONE 4c 5.42 PSF 1,-55.74 PSF a i ZONE S e > 51.42 PEP D -68.8 PSF > - MWFRS LOADS, 9. DESIGN WIND PRESSURE FOR THE MAIN WIND FORCE RESISTING SYSTEMS (MWFRSI-SHEARWALLS: A= 58.24 PSF (END ZONE OF WALL) B. 10.2G PSF (END ZONE OF ROOF) C. 38.84 PSF [INT. ZONE OF WALL] D = 11.05 PSF I1NT. ZONE OF ROOF) STAID STATE OF _ FLORIDA �" - ILu2 O 2010 FRCvzm•NnaNR "-�008 � to A �I � °dH-3u_Irc-a ci01 U N w o � O O9 r Q ZOOoz OW•Z•mm� ��awv uv� NEc M[CRANl- 2010 FRC o QI gPI V v 3 0 0 0 aswa �ioJaw wf�f AGD43 2010 FRC - mi°d lT- o>wd ru�3 EraEon 2010 FRC TOTAL NDM2fER OP BRAKE AEL I BRAE AXLEM[N DOR JOISTS: 2•B 5 FLOOR WSLLATION -2] CHAGGI6 MI--- HEIGHT: 10° HITCH TYPE: R[MOYABLE POOR .-NO OGD10R PLYWOOD LO/CARP OK OV[RINO LINOTILEGT V/ FLOOR JOIST SPACING: M O.G. PORCH JOISTS: NA PPORCHCDE EKING: NA 00 " r]+B 9PP 4! TE IBXT) Ix6 s WINDOWS: ••LU9rOM•• s ALL INSWTION TOP PLATESIEM. I+6 .PP I> E.T. GHEATHING: 7/16 APA OR TECD RATED EXr. DOORS. STEEL - CIORG W INT. DOOR.. HOLLOW CORE Gxiea {.OLIO OR WIMOLA651 exr. L Fwlsw o1. "PI 5111GLES R METAL (TIP.) eluno:TEXTURED VI• GTP5Uu (T N iIDN s ER N.T -RUCT.RA1 (.-I RDDP GHEATMNG: ]n6•APA RATED TQUGGE.: uNlveasIIL LPODxesr PR000c.. T.U.G SPACING: 16 D.C. (RETURN All IN CONDITIONED SPACEI A/C TYPE: REFER i0 ENERGY TALCS MIN. eGEft: RGPER 10 ENERGY CALLS RISER: ,2° 4 OP Ri9ER OROPe: R HEAT TYPE REFER TO CNLROY CALCB UNIT TYPP: REFER TO ENRR.1 CALLS RETURN: IO.33 I DP RETURN OROPe: 1 M5CR OP BATH5�T ACCESSIBLE LAV6: MEDICRS BE W/ MIRROR: 4 OF W Areas: ACCESSIBLE BATHS: • OP STANDARD WATER CLOGETB: 2 4 uE01C CABS W/ LIGHT: 0 WATER HEATER SIZE: 10 GALLON STANDwQD LA 2 4 OP ACCESSIBLE WATER GLD9ET5: •MIRRORS: WAYIR EATIR TYPE ELECTRIC TI®E RBTNY AID FLAK ARG L9IPNDDRIAL AID PROTIORARY WTGRMLL TMB CDNtDR• Q 1H0 DRAR6N• Bnf.TA! LCMTNN WIIDQFIIAL AMDA>R PIDYD2•BD DDptNM:DA ANT DNVT104�D URy CDROR, DI.0.DY1Dx' M p1D11®RDM DP T6• PArJU1.4 M AN1 OF TMD mHIMD LOMADIm TNCREIy A fIDCTLT PROIIDR® DT JACOE•d MDIR'J AND WY DD IMMRIL - IIAYEEAIA AR PRNIDCD TD T10 RCCAIDMT PDI1 VOC89E FIIOODB• MLT AID ENALL NDT ND •CAIF,ROy DDPL•D1 Ol OMRRWIN AFIIDOIICAD ANDIpI DI•TI®Y:ED TD DTOD POR ANY FWDFD N'El1OD! QFItbA YEIDTiDI AUTIDRVATlD11 PIIl41 JATARFW HOnd. TMI• gUMND IAENARR AND ALL li• DOMTDRD AA TM RXC{JRYB PRDICRIT OP .LelLO•M IIGIp, ALL D•NT• REFBIYHN EDPYRIDNT 10'H AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: 1- ('OL�I�9{r/�r-14 a w COMPLIES W/ 2010 FLORIDA RES. CODE, INCLUDING ALL 2012 AMENDMENTS IN 11RAWNE O:YOUNO CHE<3MA MTJN.T. OAM TI/5/2015 9HEEh 12®F1b WK: Exp... re D MIS: MODELS ISO MPH MOD-786 01 COPYRIGHT 0 201% JACOBDEN HOYN, GAPETT HARBOR, PLORIDA, ALL RIGHTS RE•MMI). yl1 4 0 Ly y(( O C� )1 61 a MIN 5 • • • ALL 1-BEAM (CHA55151 LOICATIONS SHALL HAVE PIERS ADEQUATE TO SUPPORT ALL INDUCED LOADS. FOUNDATION AND TIE -DOWN SYSTEMS ARE BY OTHERS OUDT JACUB5EM. FOUNDATION PER FBC AND STU. ENGINEERING PRACTEES. FOq BL �L .2 IN ADDITION TO L. ALL OTHER LOADS SHOWN ABOVE IN A C 420 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: GRAVITY LOAD: 3640 LOS 1❑ GRAVITY LOAD: 3640 LOS 2❑ GRAVITY LOAD: 770 LOS UPLIFT LOAD: 1375 LOS ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE LOADS AND/OR OTHER FORCES ONTO THIS BUILDING/STRUCTURE. m a W W m f LI 2 W W g W '8 7I LIQf'p� ammo W 111 O O L . m Q YYm=2 S 2 Dq�_ IN ADDITION TO ALL OTHER LOADS SHOWN ABOVE INCL. 420 PLF LATERAL LOAD AT BASE OF ALL EXT. WALLS. ADDITIONAL LOADS REQUIRED AT COLUMN LOCATIONS: GRAVITY LOAD: 3640 LOS 1� GRAVITY LOAD: 3640 LOS GRAVITY LOAD: 770 LOS UPLIFT LOAD: 1375 LOS ANY ATTACHMENTS TO THIS STRUCTURE SHALL BE COMPLETELY SELF SUPPORTING AND SHALL NOT TRANSFER AND/OR INDUCE LOADS AND/OR OTHER FORCES ONTO THIS BUILDING/STRUCTURE. 0 i z M �6mJW LlmD ap2=m� •� o�I¢I..mo¢u�8>a8 m mL[�m W�G Zz��ZWFa ZMIW"Rt mW IR m �SZm W� FF In WHEN THE AREA BENEATH THE BUILDINGISTRUCTURE 15 ENCLOseO, 'D AREAVBELOWB IL POLYPOR BARRIEBY p F a p Z IN B TH O OR AR ER Fll4b[ UNIT I BUILDING OR STRUTURE ION -BITE, THBR6lRP REGARDLESS 2 W D 2 yN m IB 2 m T W CEDE ILmNGs NST T e OBNUG TxG S REOUI 'REJACOB6EN OMONES 0 D REQYIREMENTS IANO/ORA p[C[F[CATIO s, HITTINGI THE VAPOR BARRIER LL EFFECT ANY OFFERED oR NPLIED BY J COBSEN HONBG. LL m C LL p m O Z U. WARRANTY Ox EMLe uutn J VU W LEFT ID 1. THE 11_ S BU LDING/STRUCTURE IS DESIGNED FOR ERECTION AND/ THIS I OR ¢'� = W 2 2 FLPD. BTB,[M ..,ER iNE IN.T atwnal A DN ON A SITE CDNSTRUCTED PERMANENT FOUNDATION o- rxE BMLPIRG/bT11YlYRE INSTALLATION U TNSL SYSTEM AND [5 NOT DESIGNED TO BE MOVED ONCE 50 ERECTED OR INSTALLED. ON -FRAME FOUNDATION LOADS USE THE TABLE BELOW FOR REQUIRED USE THE TABLE BELOW FOR REQUIRED LOADS AT EACH COLUMN LOCATION LOADS AT THE END OF EACH SHEAR SEGMENT qO EXTERIOR WALL: 250 PLF GRAVITY LOAD 375 PLF UPLIFT LOAB 7116 O MATINS WALL: 440 PLF GRAVITY LOAD D5'b511ED 595 PLF UPLIFT LOAD km-15FM O MATINfi OPENWG: 90 PLF fiRAVRY LOAD O I -BEAM ION -FRAME): 540 PLF GRAVITY LOAD joom©m ° ° oao©o ©©®©= 000©0 swoo©m®l000©00 Doo®©m®�000©00 a000©000000©oo, N A - 58.24 PSF O>� JIBS" 6p, 61 Q B I9.20 PEP i O C 38.84 PSF 1.D5 PEP, O e6iuRNtNO LB O ARCI aME.RFV.LIG LB O LVE: IF R YRNDD O 3 GN RB DING RDR Le O vn RLUoe�Le GIF R I.NG FOR— pt O SIGN sHe.n vALLe ERTLRNINO roR o .LU :�R ERr� �-N o SIGN 6HB.R - ER �NWG .ORMF .J Wm�LL tip imiq¢ m .I zm13�EmSM1 goo=o;; a�¢�oa WF tZw jL �o=JFmz¢ eQe�e�3< OWWmm pmN Fo€ga�'mz a m m z,3;mzfNm ImL mmmlC3 z J �W�•a J7yWa•W2u THIS BUILDING/STRUCTURE IS DESIGNED FOR ERECTION AND/OR /- 4 ¢ m F a ¢ ? o- r e Bm G.TRl _ A _ INSTALLATION ON A SITE CONSTRUCTED PERMANENT FOUNDATION SYSTEM H Lmnr AND IS NOT DESIGNED TO BE MOVED ONCE 50 ERECTED OR INSTALLED. OFF -FRAME FOUNDATION LOADS USE THE TABLE BELOW FOR REQUIRED USE THE TABLE BELOW FOR REQUIRED LOADS AT EACH COLUMN LOCATION LOADS AT THE END OF EACH SHEAR SEGMENT An ©I A� O\I O V it1 ul INs T OA RI .. TH[ 0EXTERIOR WALL: 495 PLF GRAVITY LOAD 0 342 PLF UPLIFT LOAD __7116 uo IFx xn ) E7FFIBlEO O MATINS WALL: W • 15 MT 940 PLF GRAVITY LOAD 5213 PLF UPLIFT LOAD O MATINfi OPENING: 600 PLF GRAVITY LOAD THE A A BENEAT BUILDING TRUY;TURE IS ENCLDSE., WHIN 0 M RPOLY VAPORHB RE09 OVER AREA BELOW THE LDING o TH16 VAPOR BU i5ft[ DN-SITE'S BT D.."V [DUI saOCF JJAACOBSEN I. OMOMI, RETARDLEESs OF CO Cftft[pYIREG �CNLTS IANO/o�NY WARIANTYO 011-B..1 IIMFLIED BY JAC... . HHE ION[S. T �mumum ° II�III umo �( aII�III�©mo Omoo©m m won= ° 000© oao©o01 Dmum oo®©m®D000©off a000©000000©oo� A - 58.24 PSF O D�IaN sp[r. i! o B I8.28 PSF EQ C - 38.84 PSF O 11.05 PSF O BRruRNn+.. Je a n.R LB9 O SIGN A—. V RnmNINo .o.c o- �F O I U6 RTVRWNo F PLR O _.— SHE.. —1 o: 11 RilreN,Nc FOR- p6 O.TURNINO e5[Gu SHFAR vALYE'� F O E91GN SxE.R v.UE RTLreuluO FOR ° RF L. o ITIINIIoF _ o Ga re I-r- T101- ORARJ AID RAIL ARE OgflopRlAL AID PROPD6FA•T MTDIIMi TRB CgRpfl• BF TIIL OR lR PAOAA•C O-M•1 OOMIOCMRAL ANDIDII PI•YLG•m OIrDIMMIRA AIR YlMlIIIORtt¢O um OOPruo% ^I• _�.••L�-- m Du.R✓1MnW m TIC PA—•F O. 1WT or TMO ONRM• OGNI I TICIR. . •TOBILT M6 m by JADOYII mO I1MD MT •B LNt' N t16! WTEFNA ME P•Bvem m TIC IsaFlexr FBR •R@C RR9®m WLT AID •MIL NOI •B •OANSO� COMm1 M OIIIGMOB RRImPKID AIOAR OOTRDYIm TO on1ER! MR ANr 1VIF01B WRNAIF DO�REJ1 Y91RTBw AufMA�.LT10R fRBM .NC -•EN wY4 TN AUWIIAI FACwe /•IO ML R• CODFpfif MB T! arttD1VB AORRIY O' ,yGq•pl Ny0\. Au DDIIf mERVID. mllD•NB 1pH SAFETY: WARNING: Y CAUTION: �N.,L.RRHDYLD[MYRDOF°Y.[ H.W. �. o �1r FOUiVDATiO SUE PRO"A710114 / FOUNOA71ON:ALL LOTS ' L oxD4 rw ED [nN0RO0.R6Ti CONrAtx �owoYSi i,ox0a WALLA lev RO�RGRW. A ieNR UR I —LE S SUCH AS BOILN`rHeR°DEL nL101, PCof4 A `RO TIRE .R-. PGRIATx Tll-TRE P III FOR -CI RLO'4O GR�631LNflL .ccwVv.ae arlHnN°Mi - .11 E RA RPT DP�N H 11 BY K:RGµIrIIIIWI w�R.:P.RTM -� ILL. :1 It All THE °FROG°C PuenRwwu IS OR IS BN 9�OewA eL l ILL BE FHA INOO L NG .RG.s tt01. Fl ccRq uvTD [ f7 . LL w I—. I— M TGRInL. aP IN T G BP DA Dx , �NGN:e uI'll ITR l! SR TERMM PROTECDON: 1 P ro � oR°vlcccN[f NLUuw we°out•vLe°.Nv oR� YTMB�PM[ [c 1. 0. w[[q oeinT o4 RR` RaPrq cnRPmnw-FnseR T..... �IRcarkLu" .L.R THE r[ P DN • =TG WRY PT'� r°.� WG° �. B xOT RB. BHEARWALL SPECIFIC INFORMATION: UNLE55 OTHERWISE SPECIFIED IN THIS APPROVED DRAWING PACKAGE, OVERTURNING LOADS SHOWN ON THE APPROVED PLOOR PLAN DETAIL151 OCCUR AT EACH END OP CACH SHEAR WALL SEGMENT [WALL SECTIDNI THE FOUNDATION SYSTEM SHALL BE DESIGNED IBY OTHERS] TO SUPPORT AND/OR ACCOMMODATE ALL IMPOSED LIVE AND DEAD LOADS THAT MAY OCCUR YI BOTH THC HORIZONTAL AND VORTICAL PLANEISI. TNC TIE-DOWNSTSTCM SHALL DE ATTACHED DIREGTLT TO THE WALL STUDS AT EACH END OF EACH SHEAR SEGMENT DIRECTLY TO FOUNDATIOWGROUND TO TRANSFER ADEQUATE LOAD ALL FDUNDATIDN SYSTEMS SHALL BE DESIGNED BY AN ARCHITECT DR REGISTERED PROFESSIONAL ENGINEER ION-S17E, BY OTHERS). UNLE55 DTHERWISE SPECIFIED IN THIS APPROVED DRAWING PACKAGE, ON -FRAME - ALL ENDIYALL SHEARWALLS SHALL HAVE A MIN. OF THREE 131 FLOOR JOISTS LOCATED BELOW THE BHEARWALL AND SHALL DE LOCATED ABOVE A SOLID HEADER/1-BEAM IN THE FRAME. ALL LOADS TRANSFERRED TO FOUNDATION ON -SITE, BY OTHERS. 63802 riD10 COUNTY 1O 11,—A 60AN[N, IN .61Y In4I emaU UNLESS OTHERWISE SPECIFIED IN THIS APPROVED DRAWING PACKAGE, OFF -FRAME - ALL ENDWALL SHEARWALLS SHALL HAVE A MIN. OF THREE 15) FLOOR JOISTS LOCATED BELOW THE SHEARWALL. ALL D C,YOMNO LOADS TRANSFERRED TO FOUNDATION ON-51TEj BY OTHERS. aua�: f AiY �YB)1'Dillfi5'ID ADffl1.YJilFIDIfIt1. 1RASIP81 l 1-09-14 CONPLIE6 WI ]D:D FLOE A REs. C°DE, INCLUDING ALL 2012 AMEN2MENT9 N.TJN.T. i1Ril: 71M/2013 5q(uI WIS. • 11v IDIIi�F1Y 13 OF 16 ICI ERp..... D DWI 18o MPH 0015: MOD-786 COPTRIGHT ® 10M JACGWCN HOIl01 •AF TV RAMORl FLORWA` ALL RWHTV AOI AM, 14 + ' I ANY ADDITION(5) AND/OR THE AREAS) IN WHICH AN ADDITIONIS) ATTACHIESI TO THE HOST STRUCTURE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR OR RETAILER WHO INSTALLED THE ADDITION. Ull<� DESIGN LOADS FOR TRUSSES SPACED • 16^ O.C. TOLL = 30 PSF TCOL • IB PEP BOLL O PSF SCULL 15 PIP LISTED TRUSSES - DESIGN MAT VARY 7/16" APA RATED ROOF SHEATHING ITTP.I R-30 INSULATION (BLOWN IN ROOF CAVITY( US GPF M3 MINIMUM (SINGLET T0P PLATE (STUDS O 16-1 O.C.TO ALIGN "IT. - TRL'SSES - ./ 1 1/2' MAX. CFFSETI 2x6 (TYPSFF ICAL( ♦3 MIN. WALL STUDS B 16" D.C. LAP/5TUCCO/HARDI.[TYP.I 2.6 SPF 43 MIN. BOTTOM PLATE DP WHEN ATtOx PLANS ARE DESIINED BY APPROVED, LISTED TRUSSES MAY BE SUBSTITUTED IF MAXIMUM ROOF ANGLE, SPECIFIED HEREIN, IS NOT EXCEEDED. APPROVAL AGENCY(SI ALMS WITH Tu ARCHITECTTHA-— ENOINEEROFDFAR- OTHER ATHE BUILDING PLANSSHALL ALL CALC'S CONTAINED WITHIN THIS PACKAGE ARE BASED ON THE MAX. ALLOWABLE DESIGN ROOF ANGLE, SPECIFIED. NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. PNOLC RRIMETER RAIL ITYP.1 �[oD R00F J'' OESLGN 1r"� TOP IM//0 RIDGE BEAM) VENTILATION PROVIDED FOR UPPER 50% OF ROOF SECTION: N-LDWp01-� TS Mpi NpA � ! �yL•:. 2b sPP R3 MMMINIMUM2.44 50.PT. • UPPER D'HANG VENT PROVIDED [FRONT 5 REAR OVERHANGS( RIDGE BEAM ITYP.I 0 SO.FT. .IN UPPER VENTS PROVIDED BY - 0 NUM, OF 50 SOROOF VENTS REO'D (TOTAL FOR HOME) MP%tM�M OP SLDP-1 �•"E`���,.p„.•xALt� B4��D � WHERE RCQUIRED 2.44 SQ. PT. TOTAL (INCLUDES FRONT 6 REAR O'HANGS AND ROOF VENTS PROM CALCULATION BELOWI PE aSDfn[T011" �.NB_ .OE I'ar.(OT' \ TYPICAL TRUSS MAY Be HINGED OR FIXED 1/2" GYPSUM IF 13 MINIMUM STUDS D iG" O.C. ITYPJ UNIT WIDTH VARIES ISEE APPROVED FLOOR PLAN FOR ACTUAL FLOOR DIMCN5IONS) 2.4 SPF 45 MINIMUM WALL TOP 5 BOTTOM 2x8 SPF 92 O 16" O.C. ITTPICALI FLOOR JOISTS SEE FOUNDATION AND ANCHORING PLAN, ENGINEERED I 1 R-22 [REG. REJ BY--07HIERS FOR ON -SITE INSTALLATION. BLANKET INSIULATIION [TYR) I/ VAPOR BARRIER REQ'D - SEE NOTE 5 BELOW _ _l REFER I. NOTE TE OTHER _ SiDEWALL PER]METER ARE0. - I I -I I -I I -I -III-III- - I III- TYPICAL 1-5EAM PIER -I I I I -I I IPRDVIDED BY OTHERS( TIE -DOWN STRAPS AND ANCHORING DESIGNED AND INSTALLED BY OTHERS. SINGLE 2,8 SPF 02 ION-PRAMEI Loon w DTH a -AN cPACIND me CE TO Eoo_ DF FLDDR PERIMETER (MATING LINE] FLOOR JOISTS ITTPICALI w INcxes eaA [N-xes asAs [xcxeD (EACH FLOOR SECTION) MOJD786 o LOSS-sw P14 SCALE: MS TYPICAL INSULATED A/C SUPPLY SYSTEM. HVAC SIZE, LAYOUT, L LOCATION MAY VARY SHINGLE ROOF ITYPJ FIBERGLASS SHINGLES: EXTERNAL FIRE - CLASS A; ASTIR, D301S; ASTM D3461; CSA 123.6-88; AST?4 D3161, CLASS F; 2-LAYERS OF MINIMUM ASTM D7158, CLASS H. /151 FCLT TOR EQUAL) NYC MEA 130-83-M TRUSS NOT SHOWN ON THIS SCCTION FOR CLARITY RIDGE BEAM -TYPICAL MULTI -SECTION MATING LINE TYPICAL HEADER/SILL PER CONSTRUCTION PACKAGE -2,4 SPF •3 MINIMUM WALL STUDS 0 16-1 O.C. ITYPJ -D/e° MINIMUM GYPSUM BOARD -CLASS 'B' iB/32'1 OSB OR PLYWOOD - FLOOR DECKING ITTPICAL) FRESH WATER SUPPLY ITTPJ ELECTRICAL ITYPJ BOARD (TTPJ VABLE P-TRAP IS THROUGH BDTTOM BOARD ACCESS FOR SHOWER AND/OR TUB-SWIVCL REMO n CO (WHEN APPLICABLE ONLY] MATING LINE PIERS ARE LOCATED AT I -I I I- I -I I 6M1" D.C.MAX SPACING AkD AT ALL I I -I -I I I. COLUMN SUPPORT LOCATIONS. COLUMN _ PIC R6 SHALL BE DESIGNED BY A REG. PE. TO ACCOMMODATE ALL LOADS IMPOSED AT THE COLUMN LOCATIONIS1. ALL OF THE TIE -DOWN STRAPS AND ANCHORING SYSTEMS ARE DESIGNED AND INSTALLED BY OTHERS. ALTERNATE FOUNDATION DESIGNS MAY BE UTILIZED WHEN DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER TO PROVIDE COUAL OR BE CIE SUPPORT AND LOAD TRANSFER FOR THE SPECIFIC STRUCTURE INSTALLED. O?' UNIT WIDTHS VARY, SEE APPROVCO FLOOR PLAN FOR SPECIFIC UNIT W10TH61. 140 THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION OR INSTALLATION ON A SITE BUILT PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED [SHOWN AS TYPICAL DOUBLE WIDE 20'-0^, 24' 26'-D", 28'-09, 28'-O' 4 32',0" INCLUOEDI NOTES: I. ALL STEEL MUST COMPLY WITH ASTM A-36 156 KEE MINIMUM), 2. ALL LAG SCREWS MUST COMPLY WITH ASTM A-307 ROOF SYSTEM SQUARE FOOTAGE 939.54 SO. IT. • 913 SO FT TOTAL REQUIRED VENT (TOTAL UPPER L LOWER) 300 1.1 VAPOR BARRIER] 300 TOTAL UPPER VENT ACTUALLY PROVIDED, 2.44 50. FT. (INCLUDES O'HANGS AND VENTS) 2.44 SO FT. • UPPCR W' NG VENT PROVIDED 0 SQ FT. UPPER ROOF VENTS PROVIDED 0 NUM. OF 50 SO.IN. UPPER ROOF VENTS REGO (TOTAL FOR HOMEI MINIMUM UPPER VENT REQUIRED (50% OF THE TDTALF 1.57 S0. IT. ITOTAL REDID VENT 1 0.501 DIFFERENCE BETWEEN REOD B ACTUAL: 088 SQ. FT. PASS TOTAL LOWER VENT ACTUALLY PROVIDED. CBS SO. FT. (INCLUDES OHANGS AND EAVES) 4.86 SO.HT. • LOWER O4IANG L EAVE VENT PROVIDED 0 SO.FT. • LOWER ROOF VENTS PROVIDED A 0 NUM. OF 50 SQ.IN. LOWER ROOF VENTS REQ-D (TOTAL FOR HOMEI MINIMUM LOWER VENT REQUIRED (SOX OF THE TOTALI: 1.67 50. FT. (TOTAL REWD VCNT X 0.501 DIFFERENCE BETWEEN REM L ACTUAL 3.29 50, FT. PASS LOW ' ROOF W CW �!'(,q, SCALEs MS BLOWN INSULATION ENT. WALLBOARD V AIR SPACE MINIMUM - 2,4 ROOF PERIMETER RAIL ADD -ON EAVE - PER CONSTRUCTION MANUAL VENTILATION PROVIDED FOR LOWER SOX OF ROOF SECTION- 4,86 SQFi. - LOWER O-HANG 5 EAVE VENT PROVIDED [FRONT A REAR OVERHANGS) VENTED SOFFIT 0 SQFT. • LOWER VENTS PROVIDED BY - 0 NUM OF 50 SO IN ROOF VENTS REO'D (TOTAL FOR HOME) 496 SO. IT. TOTAL (INCLUDES O'HANGS, EAVES, AND ROOF VENTS FROM CALCULATION BELOWI EXT. SHEATHING CtILI " HEIGHT ,-GSEE APPROVED STRUCTURAL PACKAGE FOR WALL CONST. 9 ITTPICALI STD. WINDOW OPENING - TOP An SPACE Of" e-10" TYPICAL SCALE: MS 3. FOR FOUNDATION SPECIFICS, REFER TO THE FOUNDATION PLAN DESIGNED AND ENGINEERED BY OTHERS 4. ALL FASTENERS INTO TREATED LUMBER SHALL BE APPROVED FOR INSTALLATION INTO TREATED LUMBER. 5. WHEN THE AREA BENEATH THE BUILDING/STRUCTUREE IS ENCLOSED, MIN. 6 MIL. POLY VAPOR BARRIER REQ'D OVER AREA BELOW THE BUILDING OR STRUCTURE (OH -SITE, BY OTHERS). THIS VAPOR BARRIER IS REQUIRED BY JACOBSEN HOMES REGARDLESS OF CODE REQUIREMENTS AND/OR SPECIFICATIONS. OMITTING THE VAPOR BARRIER WILL EPPECT ANY WARRANTY OFFERED OR IMPLIED BY JACOBSEN HOMES. 7/16" AP A OR TECO RATED 6 EXTERIOR SHEATHING ITTPJ SE PRODUCT APPROVAL WHEN 9 IS REND W/ WEATHER RESIS71VE BARRIER R-19 BATT INSULATION IN WALL (TYR) (ON-FRAMEI FLOOR JOISTS ITTPICALI rL FLOOR LEVEL PORCH FLOOR DECKING WHCN APPLICABL C) -0'-3 3/8" TYPICAL SEE CONSi. MANUAL DDD 1 SHEARWALL SPCCIFIC INFORMATION OVERTURNING LOADS SHOWN ON THE APPROVED FLOOR PLAN DETAILIS) OCCUR AT EACH END OF EACH SHEAR WALL SEGMENT IWALL SCCTIONI. THE FOUNDATION SYSTEM SHALL BE DESIGNED (BY OTHERS) TO SUPPORT AND/OR ACCOMMODATE ALL IMPOSED LIVE AND DEAD LOADS THAT MAY OCCUR IN BOTH THE HORIZONTAL AND VERTICAL PLANE(S). THE TIE -DOWN SYSTEM SHALL BE ATTACHED DIRECTLY TO THE WALL STUDS AT EACH END OF EACH SHEAR SEGMENT DIREL TLY TO FOUNDATION/GROUND TO TRANSFER ADEQUATE LOAD. ALL FOUNDATION SYSTEMS SHALL BE DESIGNED BY AN ARCHITECT OR REGISTERED PROFESSIONAL ENGINEER ION -SITE, BY OTHERS). [UNLESS NOTED OTHERWISE ON THE APPROVED PLANT ON -FRAME • ALL ENDWALL SHEARWALLS SHALL HAVE A MIN. OF THREE I31 FLOOR J03STS LOCATED BELOW THE SHEAR ALL AND SHALL BE LOCATED ABOVE A SOLID HEADER/1-BEAM IN THE FRAME. GRADE EDLEEMEMIONSITEYBBUDING Y OTHERS) - PERIMETER BLOCKING IS LOCATED AT 64" O.C. MAX. SPACING AND AT ALL OPENINGS IN THE SIDEWALL GREATER THAN 48'. ALL TIE -DOWN STRAPS AND ANCHORING STSTEM5 ARE DESIGNED AND INSTALLED BY OTHERS. ALTERNATE FOUNDATION DESIGNS MAY BE UTILIZED WHEN DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER TO PROVIDE EQUAL OR BETTER SUPPORT AND LOAD TRANSFER FOR THE SPECIFIC STRUCTURE INSTALLED. ALL FOUNDATION SYSTEMS SHALL BE DESIGNED BY AN ARCHITECT OR REGISTERED P.C. IDY OTHERS). UNLESS OTHERWISE NOTED IN THIS APPROVED BUILDING PACKAGE, JOIST HANGERS ARM NOT USED IN THE CONSTRUCTION OF THE BUILDING AT THE FACTORY, THEREFORE, A MINIMUM 11/2" BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS MINIMUM 1 1/2" BEARING. ALL FOUNDATION DESIGNS ARE BY OTHERS. LDOII� "OFF FRAMC UN17: THE FACTORY TRANSPORTATION CARRIER IS IDDO� REMOVED FROM THE STRUCTURE DURING THE BUILDING'S INSTALLATION. -ON FRAME UNIT4 THE FACTORY TRANSPORTATION CARRIER IG LEFT ATTACHED TO THE STRUCTURE AND IS UTILIZED AS A STRUCTURAL COMPONET OF FLOOR SYSTEM AFTER THE INSTALLATION OF THE BUILDING/STRUCTURE. CONSTRucrION SPECIFICATIONS: TOTAL NuueDR D AXLe 9: NON rNweR OF DARERARL S. I BRACE AXLE M. . DISYG 1.6 SPP N FLOOR DI9M.RT10N CHASSIS (BEAM HEICHT: 10 CH'PC : Re'CVABLE FL , DEG"" OSB OR PLYWOOD FLAR OOR COVERING: LINO111-11 PET FLOOR J019T SPACING: .B O.C. IORCH MI.- NA PDRCH DECKING: NA STU05: 1N SPF I! BOTTOM PLATE (eXrU ].8 GPF I! D- SERIES WALLATIDN R-19 TOP PLATE IENTJ: ].e SPF I! E.T. SHEATHINp: T/IB APA OR TDCO RATDO B.T.I DOORS: STeE LLT CDR[ I- C..RS. HOLLOW CORE BIX ID OR W, OLA99) CRT. WALL sHurrexs, NOT STRUCTURAL (OPTJPI ROOF sueAiulxo� TO6 IPA RATED AL RYP) TRusses. uNrvE 6ICALCOIeixus OOu its TRuss avncw0. 16 O.L. IT IR O u RETURN AIR IN C NDTONCD SPACE) L A/C TYPe'N REF ER ITO ENERSY -CB - NIN. BEER: REFER TO ENCASY CALLS RISER: 11• I OF RISER DROP. HEAT TYPE REFER TO ENERGY CALC9 UNIT TYPE: REFER TO EN 1 CALLS RETURN 20.25 I OF RETURN DROPS: I Tt01 I OF ACCC9915LE LA 0 MEDICINE LAB$ W/ MIRROR: • OF W HEATERS: • CCBS'_E :�fOf TH9: • OF STANDARD WATER CLOSETS: • NEDICINEDID. W/ LIGHT: D WATER HEATER 912D: STANDARD 1- 1 ACCESSIBLE W LD9ET5: 0 BRS: 1 EATBR TYPG TRICN THUD EA:TNY AID fL.RI� AAR CONFl00RIAL NO fRDFFRAff WICIIML!• TNG fARtORR a TIID DRA�DI 1I1CXA! LOIITNR WIRTDQTRAL NBA FIDYILRCD DISALATDII ANT UNYRX0R1>ZD URG 4vFTnR DYCWRMtR A DYiI®1IIION m TOR FACAARTR Ov AIR OF TIM WIIECRR OWTAAm TIlREER A RIRILTLT FWOIDDITta BY JAL9and MDlR NQl WT BE LTRANFI;• TURD WTDEN! AIR, FROVERED TO TMO RECPIDMi FDA ar6anc IIR60RRR OIILY AND RNALL NOT RB WVRIRD. TS' c% OK OTIIRRIYIRR IOFRODIL'RD ANDI011 DMTIDDIRCD TD OTHER FOR NIT FWORD ITEILoIR 0,0I R WlQlld ADTHRAIRDWXOH FRCP JACORRlI HOICR, T IR DRAITINR FACIIAOR AND ALL M CONICIRR AAR TNO pICMIREYD IIIOP[IRTT OF JAmDRAN HOIIp. ALL RI4RNT. REAERMRD, DBP,,ARR, ADM REFER TO APPROVED CONSTRUCTION PACKAGE/DETAILS FOR FASTENING ROOFSR; 4% SCALE: MS AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: ,pPROVE- m..•.T.. m. eN t) uBm•vAw: ISO PI"CSP,,I 2 1-09-14 „w NO { j''y u, W •uvROuw , x F ri MPT-B8-CP21T1-M70B• CgRTER �' Pyyo - COMPLIES W/ 2010 FLORIDA RES CODE, INCLUDING ALL 2012 AMENDMENTS 1`40M 11 8/2014 MY '-s. No 63802 1 1 ° r sT` O 3 ® 0 a3 o x}} �y J W 22- COUNTY ROAD GOSXRN, IN 463T8 IS, XIIIE A •H]� �• j lvsl a1Dae i W r 0 0 9 12 �� c.YouNo CIR9ak NLTJN,T. DAM 11/U12015 SCALE: 34w . T•G• 14 OF 16 (MELT ExpOBure D ISO MPH MOD-786, OOPTMOHT © 201% JACOBWN NOMDR, RAPEYY HARBOR, PLORIDA, ALL RIGHT& R6615M , ANY ADDITION(5) AND/OR THE ARENS) IN WHICH AN ADDITION(5) ATTACHIESI TO THE HOST STRUCTURE 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR OR RETAILER WHO INSTALLED THE ADDITION. LODI^ DESIGN LOADS FOR TRUSSES SPACED • 16" O.L. TOLL 30 PSF TC DL 15 P.P. BCLL 0 PSF BCDL • 15 PSF LISTED TRUSSES - DESIGN MAY VARY 7/16" APA RATED ROOF SHEATHING ITYP.1 R-30 INSULATION (BLOWN IN ROOF CAVITY( 2.6 SPF 43 MINGLE MINIMUM (SINGLE( TOP PLATE (STUDS 0 1 ALIGN WITH TRUSSE5 - V 1 1/2' MAX. OFFSET] 2%6 SPF ♦3 MIN. WALL STUDS 9 16" O.C. (TYPICAL( LAP/STUCCO/HAR DI. ITYP.) 2,6 SPF 43 MIN, BOTTOM PLATE OO PLANSWHEN FOUNDATION ARE DESIGNED BY OTHERS, OTHER APPROVED, LISTED TRUSSES MAY BE SUBSTITUTED IF MAXIMUM ROOF ANGLE, SPECIFIED HEREIN, IS NOT EXCEEDED. APPROVAL AGENCYISI ALONGWITH THE ARCHITECTANDIIOR ENGINEER OF NTHIRD PARTY OF THE BUILDING PLANS SHALL ALL CALC'D CONTAINED WITHIN THIS PACKAOE ARE BASED ON THE MAX. ALLOWABLE DESIGN ROOF ANGLE, SPECIFIED. NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND/OR CONSEOUENTIAI- PERFORMANCE E OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. PISGS- 2K6 MET R MINIMUM N ROOF PERIMETER RAIL ITYPJ OOSLG TOP (W/O RIDGE BEAM( VENTILATION PROVIDED FOR UPPER SON OF ROOF SECTION: IEOI P1-UOW AaUe 15 Mpi J:`R VDIN`v!E 2.44 SOFT. • UPPER D'HANG VENT PROVIDED (FRONT 6 REAR OVERHANGS1 TT`^�� RIDGE BEAM INP.I 0 SOFT. UPPER VENTS PROVIDED BY - 0 NUM. OF 50 SalK ROOF VENTS REWD (TOTAL FOR HOME) x�MNM 9L0pe (4�0.�gD WHERE REQUIRED f9,n0AL _.Mfi �.d r[Ws%': itOF 2.44 SO, FT. TOTAL (INCLUDES FRONT 6 REAR O'HANGS AND ROOF VENTS FROM CALCULATION BELOW) TYPICAL TRUSS MAY BE HINGED OR FIXED TEXTURED 1/2" GYPSUM ITYPJ 2,4 SPF f3 MINIMUM WALL STUDS R I6" O. C. ITYP.( UNIT WIDTH VARIES (SEE APPROVED FLOOR PLAN FOR ACTUAL f-LOOR DIMENSIONS) 2.4 SPF 43 MINIMUM WALL TOP 6 BOTTOM 2X10 SPF 02 OR OPEN @ 16" O,C, ITYPICALI FLOOR JOISTS SEE FOUNDATION AND ANCHORING PLAN, ENGINEERED R-22 IREG. P.EJ BY -OTHERS FOR ON -SITE INSTALLATION. BLANKET INSULATION ITTPJ DOUBLE 2.10 SPF 42 (OFF -FRAME) PERIMETER [MATING LINE) FLOOR JOISTS (TYPICAL) [EACH FLOOR SECTION) MOO 786 CP.®SS.S oN § SCALE: MS \ EXTERNAL FIRE - CIA \\ ASTM D301B; ASTM D3462; CSA 123.5-98I ASTIR D3161, CLASS F; ASTM D7158, CLASS H; TYPICAL INSULATED NYC MCA 130-95-M A/C SUPPLY SYSTEM. HVAC SIZE, LAYOUT, 6 LOCATION MAY VARY RIDGE BEAM -TYPICAL MULTI -SECTION MATING LINO TYPICAL HEADER/SILL PER CONSTRUCTION PACKAGE -2K4 SPF 45 MINIMUM WALL STUDS 0 1W O.C. ITYPJ - MINIMUM GYPSUM BOARD- CLASS 'B' BOA IB/32'1 OSB OR PLYWOOD - FLOOR DECKING ITTPICAL) FRESH WATER SUPPLY "PI ELECTRICAL ITYPJ - BOARD (TYP.) THIS ACCESS FOR SHOW[R AND/OR TUB SWIVEL REMOVABLE P-TRAP 1S THROUGH BOTTOM BOARD (WHEN APPLICABLE ONLY] A; V AIR SPACE MINIMUM - 2K4 ROOF PERIMETER RAIL ADD -ON CAVE - PER CONSTRUCTION MANUAL -2-CATERS OF MINIMUM BLOWN INSULATION 154 FELT NOR EQUAL) a INT. WALLBOARD VENTILATION PROVIDED FOR LOWER SOX OF ROOF SECTION: 4.86 SOFT. LOWER OHANG 6 CAVE VENT PROVIDED (FRONT 6 REAR OVERHANGS) VENTED SOFFIT 0 SOFT. LOWER VENTS PROVIDED BY - 0 NUM. OF 50 SOJN. ROOF VENTS REWD (TOTAL FOR HOME) 4.86 SQ. FT. TOTAL (INCLUDES O'NANGS, EAVES, AND ROOF VENTS FROM CALCULATION BELOW( EXT. SHEATHING _ CEILINO HEIGHT 9'-O° 0S11 APPftOV[D STRUCTURAL PACKAGE FOR WALL CONST. TYPICAL) STD. WINDOW OPENING - 70P SPAG 00wL Ir e'-1W TTPICAL �iE SCALE: NTS UNIT WIDTHS VARY, SEE A-PROVCO FLOOR PLAN FOR SPECIFIC UNIT WIOTH[SI. THIS STRUCTURE HAS BEEN DESIGNED FOR ERECTION OR INSTALLATION ON A SITE BUILT PERMANENT FOUNDATION AND IS NOT DESIGNED TO BE MOVED ONCE SO CRCCTEO OR INSTALLED ISHOWN AS TYPICAL DOUBLE WIDE 20'O", 24'-0. 2W-0", 28'-0�, 28'•O' 6 32'-0- INCLUDED[ ROOF SYSTEM SQUARE FOOTAGE 939.54 SO. PT. 300 1.1 VAPOR BARRIER) 500 3.13 SO. FT. TOTAL REQUIRED VENT ITOTAL UPPER 6 LOWER) TOTAL UPPER VENT ACTUALLY PROVIDED 2A4 SQ. FT. (INCLUDES ONANGS AND VENTS) 2.44 50.FT. UPPER O'HANG VCNT PROVIDED D SOFFT. = UPPER ROOF VENTS PROVIDED 0 NUM. OF 50 SO.IN. UPPER ROOF VENTS REO'D (TOTAL FOR HOMEI MINIMUM UPPER VENT REQUIRED (5OX OF THE TOTAL). 1.57 S0. FT. (TOTAL REQU VENT K 0.50) DIFFERENCE BETWEEN REDID 6 ACTUAL: 0.89 SO. FT. PASS TOTAL LOWER VENT ACTUALLY PROVIDED, 4.66 SQ. FT. (INCLUDES O'HANGS AND EAVES) 4.96 50.FT.• LOWER O'HANG 6 CAVE VENT PROVIDED 0 SO.FT. LOWER ROOF VENTS PROVIDED 0 NUM. OF 50 SO.IN. LOWER ROOF VENTS REDID (TOTAL FOR HOME( MINIMUM LOWER VENT REQUIRED (50X OF THE TOTAL(: - 1.57 SO. FT. (TOTAL REOD VENT z 0.50) DIFFERENCE BETWEEN REQ'D 6 ACTUAL 3.29 SQ. FT. PASS ^LO[O 4 F VOW Pis SCALE: NTS NOTES: 1. ALL STEEL MUST COMPLY WITH ASTM A-36 136 K5I MINIMUM(. 2. ALL LAG SCREWS MUST COMPLY WITH ASTM A-307 3. FOR FOUNDATION SPECIFICS, REFER TO THE FOUNDATION PLAN DESIGNED AND ENGINEERED BY OTHERS . 4. ALL FASTENERS INTO TREATED LUMBER SHALL BE APPROVED FOR INSTALLATION INTO TREATED LUMBER. 5. WHEN THE AREA BENEATH THE BUILDING/STRUCTURE IS ENCLOSED, MIN, 6 MIL. POLY VAPOR BARRIER REDID OVER AREA BELOW THE BUILDING OR STRUCTURE (ON -SITE, BY OTHERS). THIS VAPOR BARRIER IS REQUIRED BY JACOBSEN HOMES REGARDLESS OF CODE REQUIREMENTS AND/OR SPECIFICATIONS. OMITTING THE VAPOR BARRIER WILL EFFECT ANY WARRANTY OFFERED OR IMPLIED BY JACOBSEN HOMES. 7/1611 APA OR TECO RATED EXTERIOR SHEATHING ITYPJ W/ WEATHER RESISTIVE BARRIER SEE P=CT AMV/u MO % IS REQU FD R-19 BATT INSULATION IN WALL ITYPJ DOUBLE 2K10 SPF R2 (OFF-FRAMEI PERIMETER SIDEWALLI FLOOR JOISTS (TYPICAL) FLDOR LEVEL ODD' PORCH FLOOR DECKING (WHEN APPLICABLE) -0'-! 3/8" TYPICAL see consr. MANUAL GRADC DFTERMINED BT BUILDING ELEV. ION -SITE, BY OTHERSI MEBl SHCARWALL SPECIPIC INFORMATION OVERTURNING LOADS SHOWN ON THE APPROVED FLOOR PLAN DETAILIS) OCCUR AT EACH END OF EACH SHEAR WALL SEGMENT (WALL SECTION(. THE FOUNDATION SYSTEM SHALL BE DESIGNED (BY OTHERS) TO SUPPORT AND/OR ACCOMMODATE ALL IMPOSED LIVE AND DEAD LOADS THAT MAY OCCUR IN BOTH THE HORIZONTAL AND VERTICAL PLANE151. THE TIE -DOWN SYSTEM SHALL BE ATTACHED DIRECTLY TO TIE WALL STUDS AT EACH END OF EACH SHEAR SEGMENT DIRECTLY TO FOUNDATION/GROUND TO TRANSFER ADEQUATE LOAD. ALL FOUNDATION 9YSTtMS SHALL BE DESIGNED BY AN ARCHITECT OR REGISTERED PROFESSIONAL ENGINEER ION -SITE, BY OTHERS). (UNLESS NOTED. OTHERWISE ON THE APPROVED PLAN). OFF -FRAME • ALL ENDWALL SHEARWALLS SHALL HAVE A MIN. OF THREE DI FLOOR JOISTS LOCATED BELOW THE SHCARWALL ALL LOADS TRANSFERRED TO FOUNDATION OWSITE, BY OTHERS. UNLESS OTHERWISE NOTED IN THIS APPROVED BUILDING PACKAGE, JOIST HANGERS ARE NOT USED IN THE CONSTRUCTION OF THE BUILDING AT THE FACTORY, THEREFORE, A MINIMUM 11/2" BEARING SHALL BE PROVIDED FOR ALL FLOOR JOISTS BY THE FOUNDATION SYSTEM. ALL FOUNDATION DESIGNS SHALL INCLUDE THIS MINIMUM 11/2" BEARING. ALL FOUNDATION DESIGNS ARE BY OTHERS. 'OFF FRAME UNIT°: THE FACTORY TRANSPORTATION CARRIER IS REMOVED FROM THE STRUCTURE DURING THE BUILDING'S INSTALLATION. "ON FRAME UNIT": THE FACTORY TRANSPORTATION CARRIER IS LEFT ATTACHED TO THE STRUCTURE AND IS UTILIZED AS A STRUCTURAL COMPONeT OF FLOOR SYSTEM AFTER THE INSTALLATION OF THE BUILDING/STRUCTURE. CONSTRIJMON SPECIFICKMONS: TOTAL i3• NUMBER O A 125: MIN. NUNIDEA OF BAMEN. FLOOR JOISTS: 0 SPF • PLOOR INS--lTIDN R-22 CHASSIS .-A. HEIGHT: 10 HITCN"'I REMOVABLE LE ABLEFLOOR OEOK ING: oSS OR PLYWOOD FL00R COVERING Ort ILEICARPE W L FLOOR JOIST SPACING: ,B• D.C. PORCH J0I9T8: NAFOR- DECKING: NA I[%T[FIO siu06 r1K5 SPF 13 BD N PLATE IEZTA P 13 IIINDOWS: u5T SERIES WALL INSULATION R.I. TOP PLATE IEZTJ, 1„R sPP /! �E%T.-ATHINO: 1/14 APA OR "CO RAT! T. OODRS. STEEL - PDAM CORE MT. OODRS. HOLLOW CORE ISOLID OR WI Ou.s1 EXT. RDI. I TPI DPING: SHINGLES o METAL D P.1 CE141NG. TEXTURED v3• G M ITYP.( 1-30 S.UTTEe6. NOT STRUCTURAL 10"I ROOF SHEATHING. 7n6 APA RATED TRUs6Es. ELISTED ILA POREPBooucrG TRUSS TRUSS sPAcwG. 15 oc. -1.. AIR 1N eSGDmDNeO SPACE] A/C -PC. REFER TO ENERGY CALLS MIN. SEER: REFER TO ENERGY CALL. RISER: 12• I OF RISEN OROPs HEAT TYPE REFER TO ENERGY CALCB UNIT TYPE: REFER TO ENCROY CALLS RETURN: 30.2B 1 OF RETURN DROPS: I F�SATH5- 1 .1 ACCESSIBLE LAVE 0 MEDICINE C W/ M (F WATER HEATER5: • OF ACCESSIBLE BATH$: I OP STANDARD W CLOSETS: 1 I MEDICINE CABS W L GHT, D WATER HEATER SIZE: 40 GALLON P STAND- LA 3 WATER CLOSETS: MIRRORS: WATER HEATER TYPE. ELECTRIC , TIDE OETAILR AMD R/INs ARO CpPIDQITAL AID FROFDETASY IIMOMLL TR CCNTpsla Q 111IR OIIATO� RlQI,! CWRAIN COIrRpITW AID'OII FIOVIlLRED DPLWMTOIL ANY YWJDIIORD2D ISM LpT1N, DIaROY�I•' A NaDOO1RIW Q TIN FAOtMF Oa NR OP TI® WNICRa WNIMm MREIN D �f10CRT RROIODITm BT JAOEYOI NOIIJ NID 1NY 00 IMAW'IL. MaG WTCatAY AIR `F`RMOCO TO TD RBO,IR T FOR RIELASC NNIORN MIT AND 6w NBT as -mv, cOPmp, OR OTHRLMTN RRFROO[OO AW'01[ OIRTARNREO TO ODSSRR r'BR AMY Fta60aa YrlulOvr RRIRN wxYYuI ANnpaawTlDR FRau JRroaar HD•!L TWR OYIIIM FADTARR ANP ALL Tn _NTRrta Aaa TOR gOY1i111R FROIRarT OP JKp/q Np[Cf ALy aI m IIEXCIIMaO• CQAW! 3M No 63302 Z lu c mi � dAA� JCON_ Ya aDAD uHIN. IN� Ni 3211 1- Q V STAGGER JOINTS 32" O.C. MIN. SIDEWALL ITYPJ REFER TO APPROVED COMSTRUCTIDN PACKAGE/DETAILS FOR FASTENING TART 3 ROOFSWOUN REV n SCALE: WS µAEA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: PpPROVep >... V-B m�eN P. 2 ,co 1-'009-14 �,m- NO N Z w 'Ell W ., �9- V RRR,.R.., OT-63--II3 -M76B• COMPLIES W/ 2010 FLORIDA RES CODE, INCLUDING ALL 2012 AMENDMENTS DRAVA& O.YDUNO ca-cxm ILTJN.T. DATES 1VI5AYOt31 S' 3HBR • P-D• S{AiQ{ IS OF 16 VACS EKpO6DN-6 D Dva 180 MPH MODELS MOD-786 COPYRIGHT 'C 201% 4A4060CH HO&M% aAPETY HARBOR. PLORIDAA ALL RIGHT# RESERVED. 1 4 WaMOR. %=G PROTKMON IN WN04ORM )DESIUS MOODS® WINO-OORNO MOWS PROTECOON IS NOT INSTAUSID NOR SUPPLI90 WITH THIS APPROVED ' Of FILOWIDA, PRO)DUCTS LIST ANO " )LOCAL A®RITY MAY IF APPROVED EQUIPMENT LL NOT INSTALLED, FOLLOW THESE INSERUCDONS AND THESE MATERIAL SPECIFICATIONS: BUILDINOB/5TRUCTURES THAT ARE INSTALLED IN WIND -BONNE DEBRIS REGION5 SHALL HAVE PROVISIONS TO PROTECT iH[ [XT[RI F G 0, FOR IN WINDOWS AND DOORS. R[F[R TO ®� ti�lil4! yIp � ��'� '{ g /}711 mlYw � »- YRi� THE PROTECTION CONTACT TOOL CAL BUILD' ]609, FOR HEOIONS REQUIRING THIS ADDITIONAL !����(((�,��1 I�/) Rs •I��i\��/]■Yi ��U1„1�(IDjR O IF YOU SPECIFIC CONTACT THE LOCAL BUILDING DEPARTMENT/BUILDING OFFICIAL TO OCT[flMINC IF YOUR .PECIFIC AREA IS LOCATED IN A WIND -BORN[ DEBRIS REGION THE REQUIRED PROTECTION FOR ALL EXTERIOR GLAZIND MAY Be PROVIDED BY THE FOLLOWING. LOOK! WIN--E DEBRIS REGIONS - 110 MPH MAX. —0 SPEEDS [PER 1609.1.4 Of FBQ1 WIND-BORNE DEBRIS —IONS WRH WIND SPEED IN IXOSS OF 140 MPH Jim MPH MAX.b WMD--- DEBRIS REGIONS WITH WIND SPEED IN EXQSS OF 1. MPH (MAXIMUMI: • • ••• R ®• O 7/1fi" MIN. APA RATED SHEATHING FOR OPENING UP TO B FEET MAX. THE SHEATHING O PROTCCTION OF IINTCRIOR GLAZING IN WIND -BORN[ DElR REGIONS WITH WIND BPECD O PROTECTION OF EXTERIOR GLAZING IN WIND -BORN[ DEBRIB REGIONS WITH WIND SPEED 0 O SHALL SE PRECUT 60 THEY MAY BE ATTACHED TO THE FRAMING SURROUNDING THE IN EXCESS OF 140 MPH SHALL Be PROVIDED TO COMPLY WITH THE F A .'NO fGDP IN CKC[SS OF 160 MPH SHALL BE PROVIDED TO COMPLY WITH THE FLORIDA B DINA TOO i OPENING CONTAINING THE PRODUCT WITH THE GLAZING. THE PANEL SHALL BE PRE- CHECK WITH YOUR LOCAL DUILDING DEPARTMENT/DUILDING OFFICIAL OR A, REGISTERED CHECK WITH YOUR LOCAL BUILDING DEPARTMENT/BUILDING OFFICIAL OR A REGISTEREDOFTLLED AS REQUIRED POR ANCHORAGE METHOD. ATTACHMENT SHALL BE IN ACCORD- PROF.....NALFORTHEEQUIRDPROTECTIONPROCEDURES AND MATERIALS. PROPESS`ANAL ENGINEER FOR THE REQUIRED PROTECTION PROCEDURES AND MATERIALS. ANCE WTHTABLE 160B.f4 OP THE FBC (SEE BELOW), WITH PERMANENT CORROSION RESISTANT ATTACHMENT HARDWARE AND ANCHORS PERMANENTLY INSTALLED ON THE t F P R Y FF A BUILDING I6 PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT IMP.) OP BJ FEET AY RP FOCI DWPO: T P P TH PROTECTION OF EXTERIOR GLAZING IN WIND-BORNE DEBRIS REGIONS WITH YDND BPEED OR LESS 1130 MPH MAXIMUM WIND SPECOI. M OP 111 MPH, BUT W/ AN 11POBURe OxeATER THAN ISHALL ALSO BE PROVIDED FER THE r u THE PROTECTION FOR EXTERIOR GLAZING��y p MAY BE PROVIDED BY APA RATED'SHEATHING CHECK WITH YOUR LOCAL BUILDING DEPARTMENT UILDING OFFICIAL OR A REGISTERED l•l C INSTALLED OVER THE WINDOWS AND DOORS PER ISPCCIPIED SHEATHING PROFESSIONAL ENGINEER FOR THE REQUIRED PROTECTION PROCEDURES AND MATERIALS % O SHALL BE PRECUT AND PREPARED WITH ALL REQUIREDUIRED FA FASTEN[0.9.2 LH WIND-BORNE DEBRIS PROTECTION FASTENING TABLE 1609.1.4 SCHEDULE FOR WOOD STRUCTURAL PANELS NOTES 1. TH15 TABLE 15 BASED ON A MAXIMUV WIND SPIED OF 15D MPH L VEAN RD- HEIGHT OF OE' DR LESS 1. FASTENERS SHALL BE INSTALLED AT OPPOSING END OF THE WOOD STRUCTURAL PANEL D. • WHERE &CREWS ARE ATTACHED TO MASONRY/STUCCO, THEY SHALL BE ATTACHED USING VIBRATION ANCHORS HAVING A 1500f WITHDRAWAL CAPACITY. PLYWOOD AND FA67ENING TABLE TA131.E474 IDG MPH (D Be. GUET9) MAX. - CI(POSIIRE L MAX. ALWAYS VERIFY BUILDING DESIGN SPECIFICATIONS BEFORE INSTALLING THE STRUCTURE INTO ANY WIND AREA/REGION. 1 THIS TABLE IS BASED ON A MAXIIJM WIND SPEED OF 150 MPH L MEAN RODP HEIGHT OF 4B' OF, LESS. e If0 5cR[WG W/ MINIMUM ] V]� SCREW PENETRATION INTO BUILDING WALL rRAMINO. J. FASTENERS SHALL BE INSTALLED AT OPPOSING END OP THE WOOD STRUCTURAL PANEL. 4, WHERE GCREWS ARE ATTACHED TO MASONRY/STUCCO, THEY SHALL BE ATTACHED USING VIBRATION ANCHORS HAVING A 15D01 WITHDRAWAL CAPACITY WHENEVER POSSIBLE, REMOVE THE MOUNTING SCREWS HOLDING THE WINDOW OR DOOR FRAME TO THE EXTERIOR WALL PLACE THE REQUIRED PLYWOOD (SIZED PER TABLE 12.11 OVEN T O WINDOW OR DOOR AND PASTON THE PLYWOOD IAND FRAMING WHEN REQ'OI INTO LHE WALL PRAMING THROUGH THE HOLES WHERE YOU PREVIOUSLY REMOVED THE FASTENERS IF YOU CANNOT INSTALL THE NEW SCREWS THROUGH THE WINDOW OR DOOR FLANGE, THE / WILL BE INSTALLED DIRECTLY THROUGH THE EXTERIOR SIDING MATERIAL INTO THE WALL MAXIMUM DEBRIS PR BTELTI ON FRAMING. IF THIS METHOD ID USED, ONCE THE WIND-BORNE DEBRIS PROTECTION IS SIYE 7.' % 6" R EMDYED, THE HOLES IN THE SIDING SHALL BE SEALCD WITH A 91LIOONC BASED CAULK / TO PREVENT WATER DAMAGE TO THE WALL SHEATHING BENEATH THE EXTERIOR SIDING. r IN ALL CASES, WHEN THE WIND-BORNE DEBRIS PROTECTION IS RCMDVED IT SHOULD BC STORED AWAY FOR FUTURE USE. EACH ENO OP EACH IYTCRMEDur[ ORIZONTAL ] 4 BRACE TO BE SECURED WI, /10 x 4 I/.- SCREWS. i i FASTENING sPACINGI PERATABLE 112-I TYPICAL /ELCDOW De v-II / 7H1 STRUCTURAL SHEATHING CUT TO OVERLAP WINDOW FLANGE 2^ 04 dLL SIDE.. 150 MPH MAXIMUM 150 MPH MAXIMUM SECURE 7/16" SHEATHING TO x 4l W/ MINIMUM W. NAILS OR USE 110 WOOD SCREWS AT 4. O.C. MAXIMUM SPACING (THIS INCLUDES SHEATHING SEAM LOCATED AT CENTER 2 x 41 NAIL/BCRE'W LENGTH IB 1J/4- L SEAIAS IN THE PLYWOOD ALL OCCUR OVER FRAMING. L SCREWS TO BE INTO BUILDING ALL BE NO WOOD SCREWS MIN e TABLLE 12 1 AND NOTES FOR NOTH AND REQUIRED CINO 150 MPH MAXIMUM NOTE: ALL WIND SPEEDS SPECIFIED ON THIS PAGE ARE Vasd UNLESS OTHERWISE NOTED TIEER! wVUMF ARD nANE Alto cAvnelrOL AND FRo1ROTART LMTEENa TR fbNleR• OF TNO DRAWLY FAGGED DCNrNR WNFOGITTAL ANOI01 N9V4Earo WORRATrc1L ANT VNAVIMOR@D U ES EGFD"% DOROMIp DR ODTEEDTmN OF TID• rADRA.D, OR ANY DF THE WFTEIR. CDNMOEB TM1104 P rtRFCM1T ADNDITDO FT J A-w EIOYL AM FIAT EE DNAMNL TNpD wTEDAIs ARE PROYONH) 10 TIC RECIPIENT PN1 NGCIFSO PWO.FJ ONLT AND N"L wr Be ECAIDIE0. CDPO`D. OR OTIRRLYLE IRFROOIICCFD ANE" =TRpUTeD T BTfERJ FOR NIT FWROEE WOIIDVT EXPIRY WRrrMN ADi1pRRATOM MM M RUN NOVA TWS DIGW019 PACWE AND ALL M IXNITENT• AIR THE fE1CWIVE PRDFORTT W MAOODAel1 HDIE•. ALL RINKI, Rell"NEU, COPRRENT — 11010 COUNTY ROAD W, LVIR A QOBHDION MS]e Is741 U AREA RESERVED FOR LISTING AGENCY APPROVAL STAMPS: DRAVMPI: C.YouNo PpPR0Vep RNRB B. �x<BP 6DE M.TJNT. eavr,raT. R-J r• ? PHR NR..H. 1X.m...H. D DpgE Hn3/2018 1-09-14 R.RPa No �A,BR.IDD V NPT-BB-CP1172-M786, COPTIFEGHT © 20141 MACOBIREN HORRO/ •AFBTY HARBOR, FLORIDA, ALL RIGHTS RBOERVCO P,,PROVEO CD 4 I-% f"A -1 A ? � N Ld '(VN P CARTER Road a D q 's' wr tBuldiW Program. 194€� North-Mor oe Street. usmesr�(?r i g. Tallahassee, Flwda 32 9-0712 Phone: 450A87.1824• Fa;; M.4142436. Rick catt; Governor October 29, 2013 �Q`ustyRhodes `7acotisen Homes Post Office Box 36.8- Safety Harbor, FL 34695 REc Manufactu"rer'Certification, ID"MFT-66; Expieat'ldrf Date: November 09, 2016 Dear Dusty Rhodes It is my pleasure .to inform you that Jacobsen Homes, located at 600 Packard Crt, Safety Harbor, FL 34695, has been approved under the Manufactured Buildings Program, as provided for under Chapter 553, Part I, Florida Statutes, to manufacture Manufactured Buildings for installation in Florida. Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the plans in accordance with the current Florida Building Code. Your Third Party Agency is a contractor for the Department and has statutory authority and responsibilities that must be met to maintain approved status. You may expect and "demand quality plans review and inspections. Each Code change will make your plans obsolete until they have been reviewed, approved and indicated [on the cover page of the plans] for compliance with the Code by your Third Party Agency for plans.review. Please, ensure that your plans are in compliance and .are properly posted .on our website. All site -related installation issues are subject to the local authority having jurisdiction. The Department's contractor will make unannounced monitoring visits at least :once each year. You must.:gran.tci mpiete,a`ccess.to your manufacturing facility,..and record'816,remain in' compliance with - =thee rules;,and regulations ofahis%p:rogram, Your .certifica#ion is. approvedJor three years from this. date:; Yo:u willrece'ive a: renewal notice by Email generated :by the BCIS, (.www.Ooridabuilding.oro) for ,on tin e..renewal. If -you have questions you may;contact Ro.b.ert'Lo.renzo.at 850=71.7.=1$35;or..our,FAX at $50 414 8436, Rlease visit;;our webs:ite a,t'www_.floridabuildino.ora'to seeivaluable,.information on the. Florida M:anufaeture4 Buildings Program. A copy, of :this letter must aceornpany ,app`lica;twns for local' building permits; Sincerely; ,Robert Lorenzo Manufactured 'Buildings -Program cc' ,lilbiot -Werner C,cirter,And Assoc ; Inc, t PpPROVEO 1-09-14 Z CARTER STATIE OP' FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS "De,djcat&d to making Floir�,da a befter placv to, cjoWboyne 1GHARLIE- MIS11' T�-MMAS iG, PfkHAM I BVILDINGCODES, & STANDARDS fly NIGRANDUM NlrAturfactured (N-ladu]ar)'B,Ui'ld5n ' I "m ggA -1-1. Tcp a Idin Officiah, Mranueaclumis &Mird! N. rty ARcmcie-.5 SFWJ-jccC%,-flse4 SeaEs ckn Plans for t4sa red (N?lodukar) BuRdings Dutc-- -S7cptc,,,r.nbcT 85, 2008; seefion chaplerl 063,. E. mplinn 4' t.Am lzmgQypd _n Tanufficiurad! drn! nctulair) buil"[di the flb fidta BuildEng-Codu (F-If Jo qp rc 8 . , - X) f - not. rc plans F6r mamufimcturrd� 0-no War) bu ifdin.j� w be submitted to. loc juriqdhztk),nsw obtaro a bullidingpermit is -sued by this Department aftests, ithat thy: pEans havc bcc:,n mvlewed, and the, buildirtp, inspecud b-y.m suile appeoved ThiTd Party Agehicy!and Sbundi'to be CQljaj3"lljqpt': WitliLi 4jVC FBC. i= amory - iltv Ho'-w-wer. arily CuAe. requilturtenumn of--impleted at the fi considered sEtrre-latod and,am l I-Oc_eWL E -su h1jecl un al p+69.i�MVI _nwiling t Tbesea. pleas sEwiuld follow local'procodures-AU site.-�relmilcd install",atian g a- do remluurn mertu (c g. marring-c'ma Its, lhiriged moLsi.:fb Lind ati!D n, elcafical hooL�'-up,, pltwftbl%c9.cjtLr.c spex-Iffically and enlimtv mrserved -ulthe ' ocaF almilltar ilty, ping ifurisd4ctro (loull WIN ing ide.pmniera), 'Progrard ",mlrus its appirkwcd 7MIFid Ptiqy Agoncies,to maiMain, -a haT&upy sci of sligncd amd plarts that have been vevievwd and, appcoved by a Florida Eicx�nsed Nlij;JuLfff Plw,5. Kcvi4nmr. Inspecuori rvpoTts ccynductcd at the: ma nullactuting Faci I ily 1�y Fliarida Elumsed,dlesl wt, proAmst.bnalor MoJular lospect-am- arc al"SD rcquircd to bc on fille. 1,Dcail Flumsdictiom, ma�v rcquiimwpksiAi'llvv appe-iYvedi plans vvith, tEw purnit applicatiemn or mitt' rally an tElre. Planis, Cin Idle at A"-.%,-,vJlg.rWgbijjjcjk if addkionral; Inform � - aclon, pEea-se c"Eact'R6bcrt'Lorcnz_o 4ax 950-410- 1 5&6!aif E-mall: RdtyZx, ort�nzo (y op ManufactuTed gimm 2555 SHUMARD G_AK TIOUL9VARD TA;.LLAHASSRE, FL 9501—VELS-HAS PS ' �ihmwg r-Al dSr" EZP� 0 4, & t 0 XM Dg OV H W TV C-EVEA-0-Ml E Mr E55-TSW Ir.) MFT-68-CP2272-M786* 2010 CODE VERSION MFT-68-CP2272-M786* January 7, 2014 ULTIMATE Design Wind Speed: 180 mph Wind Exposure Category: D 4 Mean Roof Height: 15 ft. FLORIDA PRODUCT APPROVAL SPECIFICATION SHEET: C&C Loads Based On Allowable Stress Design as converted from the Ultimate or Strength Design As required by Florida Statute 553.842 and the Florida Administrative Code 61-G20-3 (formerly 913-72), the information and approval numbers on the building components are listed below: v FL Product Car tegory/ Manufacturer Product pp Description A royal Pass /Fail Subcategory p Number(s) 1. Exterior Doors ALL EXTERIOR DOORS ARE BY OTHERS 2. Windows A Single Hung Custom Windows, Inc. 8100 - SH IMPACT Resistant - HD - Low E FL5823.4 - R5 PASS - INT/END ZONES Single Hung Custom Windows, Inc. 8100 - SH IMPACT Resistant - Low E FL5823.2 - R5 PASS - INT/END ZONES Single Hung Kinro, Inc. 9750 Series - Insulated - Low E FL 993.2 - R10 PASS - INT/END ZONES Category/ q�-5ubcategory.: Manufacturer Product Description FL Product Approval.. Number(s) 3. Panel Wall A Siding James Hardie Siding (5/8" Sheathing Req'd) FL 10477 - R2 B Soffits James Hardie Hardie Soffit Panels FL 13265.1-111 4. Roofing Products A Asphalt Shingles Tamko Building Products Asphalt Shingles FL 1956.1- R8 Asphalt Shingles GAF Asphalt Shingles FL 10124.1 - R9 Asphalt Shingles Owens Corning Asphalt Shingles FL 10674.1 - R7 B Underlayment Tamko Building Products Underlayment FL 12328 - R3 Underlayment Tamko Building Products TW Underlayment FL 3664 - R6 Underlayment Johns Manville Ice & Water Guard FL 5307 - R3 Underlayment Woodland Industries 15LB Felt FL 1814.2 - R6 C Cements/Coatings Tamko Roof Cement FL 1960 - R4 Cements/Coatings Certainteed Corp. Roof Cement FL 490 - R5 �Pass / Fail PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES Florida Code Summary Report Title: MOD-786. TMY City: FL_ST_LUCIE_CO_I 892 Nettles Boulevard FLAsBuilt Elec Util: Florida Average Jensen Beach, FL, 34957- Gas Util: Florida Average Registration #: Run Date: Energy Uses Reference Home Proposed Home _ e-Ratio Heating 1.65 MBtu 0.49 MBtu. 0.29 Cooling 9.62 MBtu 6.74 MBtu 0.70 Hot Water 7.02 MBtu 7.14 MBtu 1.02 Total Building Loads. Heating Cooling Hot Water 18.29 MBtu Reference Home 3.07 MBtu 23.98 MBtu 6.53 MBtu Total 33.58 MBtu * normalized modified loads 14.37 MBtu 0.79 Proposed Home a -Ratio 0.90 MBtu* 0.29 16.82 MBtu* 0.70 6.65 MBtu* 1.02 24.36 MBtu 0.73 Glass/Floor Area: 0.127 Total Proposed Modified Loads: 24.36 PASS Total Reference Loads: 33.58 1 /7/2014 3:32 PM ** A Manual J and a Manual S form are required to be completed by a licensed l-IVAC contractor once the building is installed on -site to Insure proper Ag8ipment sizing (on -site, by others). EnergyGauge® USA.- RaRes2010 / PpPROVFO 0 1-09-14 ? N cgRTER �' P Page 1 of 1 t :1 WORST CASE ROTATION BUILDING ENERGY SUMMARY Title: MOD-786 TMY City: FL_ST_LUCIE CO_INT 892 Nettles Boulevard User Elec Util: Florida Average Jensen Beach, FL, 34957- Gas Util: Florida Average Registration #: Run Date: 01/07/2014 15:30:57 ---- Cooling --- ---- Heating --- HERS Rotation Energy Use Fan -Energy Cost Energy Use Fan/Pump Cost Total Energy Index a -Ratio 0 1529 kWh 350 kWh $215 131 kWh 17 kWh $17 6.918 MBtu 0.7021 45 1567 kWh 359 kWh $220 136 kWh 17 kWh $18 7.095 MBtu 0.7149 90 1600 kWh 367 kWh $225 130 kWh 16 kWh $17 7.213 MBtu 0.7241 135 1597 kWh 366 kWh $225 128 kWh 16 kWh $17 7.192 MBtu 0.7226 180 1565 kWh 358 kWh $220 122 kWh 15 kWh $16 7.030 MBtu 0.7110 225 1602 kWh 368 kWh $225 125 kWh 16 kWh $16 7.206 MBtu 0.7239 270 1607 kWh ' 369 kWh $226 126 kWh 16 kWh $16 7.229 MBtu 0.7255 315 1579 kWh 363 kWh $223 132 kWh 17 kWh $17 7.137 MBtu 0.7182 These results represent: the most recent analysis when worst case was checked. For ratings where default appliance. values were riot used, the energy values will represent the building used for the HERS Score and not the entered building. Select ReportsjAnnual Simulation to view energy use from the current building. PpPR0VF0 0 1-09-14 N �Co P cgRTER 43' 1 /7/2014 03:32 PM ** A Manual J and a Manual S form are required to be completed by a licensed HVAC contractor once the building is installed on -site to insure proper equipment sizing (on -site, by others), EnergyGauge® USA - RaRes2008 / Page 1 of 1 :a j 0 SET—UP MANUAL JA ;OBS N HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-113 8 NOTICE These specifications and drawing are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. SU-00-0000 REV 01/10 MANUFACTURED HOME SET-UP *SITE PREPARATION (A.) BLOCKING (B.) LEVELING (C.) ASSEMBLY AND CLOSE—UP *TIEDOWNS (SEE SET—UP MANUAL ADDENDUM) *ELECTRICAL CONNECTIONS *PLUMBING CONNECTIONS *A.C. CONNECTIONS *ON SITE VENT CONNECTIONS SITE PREPARATION *MISCELLANEOUS DETAILS IF YOU ARE GOING TO LIVE IN A PARK, YOUR HOME SITE WILL BE READY OR BE PREPARED FOR YOUR HOME. IF YOU INTEND TO INSTALL YOUR HOME ON YOUR OWN LOT (NOT IN A PARK), SOME SITE PREPARATION WILL BE NECESSARY. ALL DRAINAGE (AT THE INSTALLATION SITE) MUST BE DIVERTED AWAY FROM THE HOME AND MUST SLOPE A MINIMUM OF 1/2" PER FOOT AWAY FROM THE FOUNDATION OR SKIRTING FOR THE FIRST 10'. THE SITE MUST BE GRADED TO PROVIDE FOR STORM RUN-OFF. SPECIAL CARE MUST BE TAKEN WITH THE AREA DIRECTLY BELOW YOUR HOME TO PREVENT WATER FROM PONDING AND/OR PUDDLING UNDER YOUR HOME AND SUPPORTS. IF THE SPACE UNDER THE HOME IS TO BE ENCLOSED WITH SKIRTING OR OTHER MATERIALS, A VAPOR RETARDER (I.E. POLY...) MUST BE INSTALLED TO COVER THE GROUND UNDER THE HOME (SHALL BE 6 MIL. AND ALL SEAMS TO OVERLAP 12" MIN.) REPAIR ANY TEARS OR VOIDS IN THE RETARDER BY PATCHING WITH LIKE MATERIAL, MAINTAINING A MINIMUM 12" OVERLAP AND SEALING JOINTS WITH DUCT TAPE OR MASTIC. PIER SUPPORTS MUST BE PLACED ON. UNDISTURBED SOIL (ALL GRASS AND ORGANIC MATERIAL MUST BE REMOVED) OR FILL WHICH IS COMPACTED OR FULLY SETTLED (SEE SU-4.1, DETAIL 'A' AND DETAIL 'B'). IN AREAS THAT' ARE_ SUSCEPTIBLE TO FROST, PIER SUPPORTS MUST BE BELOW THE FROST LINE. OPTIONAL: PIERS MAY BE PLACED ON CONCRETE RIBBONS 6" X 16" X LENGTH OF HOME MINUS 18", REINFORCED WITH WELDED WIRE MESH. (A.) BLOCKING UNLIKE A STANDARD HOUSE, YOUR MANUFACTURED. HOUSE DOES NOT NEED A FOUNDATION TO SUPPORT IT COMPLETELY AROUND ITS PERIMETER. THE STEEL FRAME OR CHASSIS USED FOR TRANSPORTATION ALSO SUPPORTS THE HOME AT ITS HOME SITE. THE STEEL FRAME MUST BE SUPPORTED (SEE SU-01-0003 & 0004) TO PREVENT YOUR HOME FROM SAGGING, AND TO KEEP IT LEVEL. NOTE: ADDITIONAL PIERS. ARE REQUIRED AT ALL RIDGE BEAM SUPPORT COLUMNS (EXCEPT AT THE FRAME HEADER), SHEARWALLS, AND AROUND THE PERIMETER OF YOUR HOME. CHECK FOR THE APPROPRIATE DETAILS FOUND IN THIS AND THE SET-UP MANUAL ADDENDUM FOR SPECIFICS FOR EACH TYPE OF ADDITIONAL BLOCKING REQUIRED. SPECIFIC BLOCKING LABELS ARE FOUND ON THE EXTERIOR SIDES OF YOUR HOME. MAXIMUM HEIGHT OF A PIER IS DETERMINED BY THE TYPE OF PIER USED, CHECK THE APPROPRIATE DETAILS FOR THE PROPER CONSTRUCTION OF EACH DIFFERENT TYPE OF PIER. (ALSO SEE TIE -DOWN REQUIREMENTS TO DETERMINE MAXIMUM HEIGHT FROM GROUND.) ALL SUPPORTING STRUCTURES NOT LISTED OR SHOWN IN THIS MANUAL OR SET-UP MANUAL ADDENDUM MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. (B.) LEVELING PROPER BLOCKING SEQUENCE IS ESSENTIAL IN THE LEVELING OF YOUR HOME. (SEE BLOCKING DETAILS ON SU-01-0002 ,0003, & 0004) FOR THE RECOMMENDED BLOCKING SEQUENCE, TAKING CARE TO CHECK YOUR LEVEL BETWEEN EACH STEP AND SUPPORT. RECOMMENDED LEVEL IS A 48" CARPENTER'S LEVEL. (SEE ACCEPTABLE LEVELING GUIDE BELOW) BUBBLE HAIRLINES CARPENTER'S LEVEL 1/8- IS MAXIMUM ACCEPTABLE SPECIAL NOTE FOR ALL HOMES SET IN FLORIDA CHECK FLORIDA STATUTE 15C FOR ANY LIMITAIONS THAT MAY AFFECT THESE INSTRUCTIONS. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWENGS DRAWN BY: O.A. I DATE 11-21-06 REV. LETTER: ❑❑■❑ P.O. BOX 368 ARE ORIGINAL, PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: MANUFACTURED HOME SET-UP ❑ 4 INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-OI -0001 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 ROMENT FOR SPEDFlC MIFOSES AND WST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS 10-08-08 ( ) 1 PLENUM (DUCT DISTRIBUTION BOX) CEILING BOARD DUCT RISER(S) (SUPPLY DUCTS) AIR HANDLER CROSS -OVER CONNECTIONS CONNECTION BETWEEN CROSS —OVER SUPPLY DUCTS SHALL BE MADE PER OTHER DETAILS. UNIT MARRIAGE LINE AIR HANDLER CROSS -OVER ELEVATION VIEW PLENUM (DUCT DISTRIBUTION BOX) JACOBSEN HOMES LE0111IFFIE]P.O. BOX 368 NOTICED THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUDS DRAWN BY: C.L.Y. DATE: 3-21-95 REV. LETTER: DRAWING TIT�.� MR HANDLER CROSS -OVER SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 MATERIALS ARE PROVIDED TO THE REcpOTT FOR SPECIFIC PURPOSES AND WST BE r NFT CWIDINIIAL DRAWING NUMBER: AND SECRET FROM omm SU-AC-0100 BOTTOM BOARD P-TRAP ACCESS PANELS I I L-----J - TAPE APPLIED OVER ALL SEAMS AT PATCH APPROX. 1" PATCH TO BE SAME MATERIAL AS BOTTOM BOARD BEING REPAIRED. HOLE MAY BE (3) SIDED CUT IN BOTTOM BOARD AND TAPE USED TO SEAL EXISTING MATERIAL BACK OVER OPENING VISUALY INSPECT BOTTOM BOARD OF THE ENTIRE HOUSE TO ASSURE THAT THERE IS NO DAMAGE (RIPS OR TEARS ) AND THE AREA AROUND PROTRUSIONS ARE ,REPAIRED. P—TRAPS MUST BE CHECKED TO BE SURE THEY ARE WELL INSULATED AND COVERED. NOTES: 1. P-TRAP ACCESS PANELS WILL BE BELOW P-TRAP AREA IN FLOOR. 2. P-TRAP ACCESS PANELS MAY BE 3 OR 4 SIDED, AND WILL HAVE 1 OR 2 ROWS OF TAPE . AT THE PERIMETER OF THE PANEL. 3. NORMAL BOTTOM BOARD REPAIRS WILL HAVE ONLY TAPE OVER THE CUT OR DAMAGED AREA. 4. MINOR HOLES AROUND PIPES ETC. MAY BE SEALED WITH TAPE 5• THESE ARE SOME ACCEPTABLE TAPES TO USE FOR REPAIR; SHURTAPE PC658, FIRST UNE 620 REV. LETTER: ❑ ❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRALNNGS ARE DRAWN BY: D.M.T. DATE 10-31-01 ❑❑■❑ P.O. BOX 368 OMMAL., PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE BOTTOM BOARD P—TRAP ACCESS n jV5 ❑„❑ SUCH MATERALS ARE PROMDED TO THE I� ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 KEPT CMIIAL AND SECRET FROM OTHERS ON DRAWING NUMBER: SU-15-0010 (10-08-08) 49 DETAILS "A' AND "B" 10 FRAIE WOOD 5HOL5 CAY RESISTD OR 1. 36" MAX. SINGLE STACKED FOR PRESM lEO LZ Al( NO III) HOLLOW BLOCKS AT I -BEAMS. PER CAPPED IM SOLID CONCREIE---� 54' MAX. PIER BLOCK DRY STACKED 81Adi (1@L 4° THCK) AT PERIMETER & MATING LINE. MASO BX 8' X 16' CELLED IBiY BLOp(S� 5 (PIER SYSTEMS ANY TALLER f IN OPEN CELLS _ MUST BE APPROVED BY A LICENSED ARCHITECT SEE TABLE I FOR PER FOOTBR = OR ENGINEER) SmNG SPACQlG _ 2. MAXIMUM PIER/PAD PROJECTION: SPECff iloN5 (PAGE 11) _ SEE OTHER DETAILS (SEE SU-4A FOR 16 X 16 - 3. ALL PIERS MUST BE CENTERED PRECAST PER PAD SPACDIG) - $� ON FOOTERS MUST BE WITHIN 1/2" OF PLUMB PER 3285 STANDARDS SEE NOTE 4. MARRIAGE WALL OPENING PIERS TO BE WITHIN 6' OF OPENING ROMAll ORGAIIC MATEA L ON EITHER SIDE OF COLUMN. AND RACE PAD ON SSOO. (WHEN REQUIRED FOOTER SIZE BEIM FROST UK PER LOCAL PREVENTS A SINGLE STACKED S. CODE MU98 ME NOTE #2 PIER FROM MEETING THIS, USE DETAIL 'A' VARO$ yAX UP TO 28 X 28 FOOTER.) A DOUBLE STACKED PIER. GOOD ALIOWW ( SOIL B VmH 5. MINIMUM PIER PAD THICKNESS: A. 4' MIN. FOR PRECAST UNITS UP TO 16* X 16" B. FOR CAST IN PLACE FOOTINGS ON 2000 PSF_ SOIL (MAX.) SEE NOTE /3 THE MIN. THICKNESS IS MAX. FOOTING DIMENSION DIVIDED AND �70 BY 4.(BUTTING NOT LESS THAN HAVE /fit 6. ALL FOOTING CONCRETE TO HAVE (SFE NOTE 111) COMPRESSIVE STRENGTH. (fc') = 3000 PSI (MIN.) PH CAWED WH SOLD 7. PLACE 6 MIL POLY ON GROUND PRIOR CD IE an oar 11 m TO POURING FOOTING CONCRETE. (ALL SEAMS TO OVERLAP 12" MIN.) X 6° X le CELLED MASONRY B. PIERS SUPPORTING THE ]-BEAMS BLOCXS 110 OPEN CELLS WICAI TO BE WITHIN 24' OF BOTH ENDS IIE-D= STRAPS ATTA - (SEE NOTE f FOR MAX PER NBGHIS AND NO MORE THAN 10' O.C. TO im BlEM CO111015 ON _ AND NAIL W) 9. PIERS MAY BE OFFSET UP TO 6' EACH SECTO TO BE COIDL = IN EITHER DIRECTION ALONG THE TD A DOUBLE HEADED ANCHOR TABLE PER I -BEAMS TO ALLOW FOR PLUMBING, _ �� 5� AND 10. ETC. g 10. FOOTING CONSTRUCTION MUST SPA SEE NOTE J4 (PAIN 10) COMPLY WITH LOCAL BUILDING CODES. ---U E ALL ORGAZ MATEIK 11. WOOD SHIMS, WHEN REQUIRED ARE TO DOUBLE HEADEDD � AND NCE PAD ON STABLE SOD_ BE USED IN PAIRS INSTALLED IN HBAW FROSIME MR LOCAL. OPPOSITE DIRECTIONS AND FITTED C06E RECUIRE1ffJ115 TIGHT BETWEEN THE I -BEAM AND PIER / CAP. SHIMS MUST BE MIN. 4' LONG R SEE NOTE J DETAIL 'B' SEE NOTE /2 BY 6' WIDE AND NO MORE THAN (DBE115Id1 VMB in ma 1" IN THICKNESS. ALL01YABlF SOB OQBEAR1NGg@DBBBBO®`Bw ®Q6 gay DARA APPROVAL• APPROVED BY ® Mo 484 Revised Dec 17,2008 INFAINC. 0 ME . ° TAT E a ,}}�'�, ® FEDERAL MANUFACTUREDNDSAFETY STANDARDS Q O F o!� � CONSTADCTION AND SAFETY STANDARDS R 1 O P,° N�,m� p ,. • ^° DUN W. DATE REV. LErTM � F' O.A. 09-07-93 JACOBSEN HOMES Tom► A Dms�M MOVE ARM. AMD CdiIDFMIAL DRAWOT6 Me a■a MONO MA7MM OF alUcoa�E MwMaACDs+s DETAILS A & B P.O. BOX 36B IMG 5m MA1F1aM5 Aff PR0110FD 70 TIE SAFETY HARBOR FLORIDA 34695 RET> W FCB RMSE5 Am MST B: DRAWING NUMBER 12-15-OS) PHONE (727) ns-1138 IOWT earF�P>EDAL Alo 9 aeees SU-01-0001.1 MOBILE HOME SET-UP NOTES: 1. JACKS TO BE RATED AT 5 TONS. 2. ALWAYS USE A SUPPORT UNDER JACKS. 3. FOLLOW BLOCKING INSTRUCTIONS. 4. FOR MULTIPLE WIDES SET HEAVY SECTION FIRST. BLOCKING SEQUENCE 1. LOCATE HOME ON SITE AND LEVEL AS CLOSE AS POSSIBLE USING HITCH JACK. 2. SET SUPPORTS (BLOCKS #1) UNDER BOTH I —BEAMS JUST FORWARD OF _THE FRONT SPRING HANGERS. 3. SET SUPPORTS (BLOCKS #2) UNDER BOTH I —BEAMS JUST BEHIND THE REAR SPRING HANGERS. 4. LOCATE SUPPORTS (BLOCKS #3) MAXIMUM 24" BEHIND THE FRONT CROSSMEMBER. 5. LOCATE SUPPORTS (BLOCKS #4) MAXIMUM 24" FROM THE END OF THE HOME. 6. ADDITIONAL SUPPORTS (BLOCKS #5) MAY BE NECESSARY BETWEEN 1 & 3 AND 2 & 4, IF THEY ARE NEEDED THEY SHOULD BE SPACED EQUALLY, MAXIMUM SPACING 10'-0". 7. IF YOUR HOME HAS 4 AXLES ADD BLOCKING BETWEEN THE MIDDLE SET OF AXLES. 8. FOR SINGLE WIDES BLOCKING IS COMPLETE. 9. FOR MULTIPLE WIDES REMOVE ALL SHIPPING BATTENS AND VISQUEEN AND SET LIGHT SECTION(S) AS CLOSE AS POSSIBLE TO THE ALREADY SET HEAVY SECTION. 10. JACK THE LIGHT SECTION(S) TO THE HEAVY SECTION USING JACKS AND COME—ALONGS. 11. FOLLOW BLOCKING SEQUENCES 1 THRU 7. NOTES: 1. THESE FOUNDATION SPECIFICATIONS HAVE NOT BEEN DESIGNED FOR FLOOD —RESISTANT SPECIFICATIONS. 2. PERIODIC RELEVELING MAY BE NECESSARY BECAUSE OF THE WEIGHT OF THE HOME AND SETTLING THAT MAY OCCUR. �r W01:100 JAC O B S E N HOMES P.O. BOX 368 NOS AND THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: DRAWING TITLE: MOBILE HOME SET—UP 2 INC. SUCH MATERIALS ARE PROVIDED TO THE SAFETY PHONER(727) 726 11384S95 � �F d�PURCI>SES� Os DRAWING NUMBER: SU-01-0002 (09-30-08) DOWN DRAFT RANGE VENTING IMPORTANT — BEFORE RANGE IS USED IT MUST BE VENTED TO THE OUTSIDE OF THE HOME. THE VENT MUST NOT TERMINATE INSIDE THE SKIRTED AREA UNDER THE HOME, THIS WOULD RESULT IN EXCESSIVE HUMIDITY IN THE HOME. HOMES WITH A DOWN DRAFT RANGE ARE EQUIPED WITH EXHAUST DUCT INSTALLED FROM THE RANGE THROUGH THE FLOOR, THE REMAINING DUCT IS SENT WITH THE HOME AND MUST BE INSTALLED ON SITE. 1. LOCATE DUCT DROP FROM RANGE. (MAY BE .EXTENDING THROUGH BOTTOM BOARD, OR SEALED INSIDE) 2. CHECK DUCT PROVIDED FOR PROPER LENGTH, AND OBSTRUCTIONS. THEN CONNECT TO DUCT DROP FROM RANGE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 3. SECURE THE VENT CAP TO THE OUTSIDE OF THE SKIRTING AT THE APPROPRIATE LOCATION. 4. SECURE THE END OF THE DOWN DRAFT RANGE DUCT TO THE VENT CAP AT THE EXTERIOR OF THE HOME WITH CLAMPS OR SCREWS. NOTE: DO NOT USE ANY FASTENERS THAT CRUSH OR BLOCK THE DUCT. 5. STRAP THE DUCT TO THE UNDERSIDE OF THE HOME TO PREVENT THE DUCT FROM BENDING OR COMING IN CONTACT WITH THE GROUND. 6. SEAL THE OPENINGS AROUND THE DUCT WHERE IT PASSES THROUGH THE FLOOR WITH CAULK OR DUCT TAPE, AND THE BOTTOM BOARD WITH DUCT TAPE. JACOBSEN HOMES WILL NOT BE RESPONSIBLE FOR DAMAGE TO THE HOME RESULTING FROM FAILURE TO INSTALL THE RANGE EXHAUST SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, AND THE INSTRUCTIONS LISTED ABOVE. RANGE NOTE: DROP LOCATED DIRECTLY BELOW RANGE BLOWER MOTOR SITE INSTALLED DUCT i VENT CAP o❑❑❑ ❑❑■❑ORIGINAL. ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MANUFACTURING INC. SUCH MATERIALSRIALS ARE ARE PRovloeo To THE REDPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: DOWN DRAFT RANGE VENTING DRAWING NUMBER: SU-15-0002 3 48 SITE INSTALLED WATER HEATER PAN DRAIN IMPORTANT - SET-UP OF THIS HOME REQUIRES THAT AN ON -SITE DRAIN BE INSTALLED FROM THE WATER HEATER PAN TO THE EXTERIOR OF THE HOME BEFORE THE WATER HEATER MAY BE USED. WATER HEATER PAN\ FACTORY INSTALLED \ DRAIN THROUGH FLOOR-�� AND BOTTOM BOARD SITE INSTALLED DRAIN PIPE AND ELBOW (1/4" PER FOOT MIN. SLOPE) 4�-0"_6 . -MAX. �V DRAIN TO EXTEND PAST THE EXTERIOR WALL LINE AND BE LEFT EXPOSED AND VISIBLE FOR INSPECTION. _% (SEE DETAIL -A-) SCREEN FACTORY INSTALLED BETWEEN PIPE AND ELBOW. THIS ASSEMBLY TO BE USED AS OVERFLOW PIPE TERMINATION. DETAIL 'A' (DEALER IS RESPONSIBLE FOR THE SHIP LOOSE W/H PAN PIPE ON SITE INSTALLATION) NOTES: 1.) SITE INSTALLED STRAPPING USED TO MAINTAIN THE REQUIRED SLOPE MAY BE SECURED TO FLOOR FRAMING AND/OR CHASSIS MEMBERS. 2.) SHIP LOOSE DRAIN LINE TO -BE THE SAME MATERIALS AS THE FACTORY INSTALLED W/H PAN PIPE. ALL MATERIALS FOR THE COMPLETION OF THE ON SITE DRAIN WILL BE SHIPPED LOOSE. 3.) THE WATER HEATER PRESSURE AND TEMPERATURE RELIEF LINE MAY TERMINATE UNDER THE HOME. ❑❑❑❑ JACOBSEN HOMES N0T10N THESE SPECIFlCARONS AND DRAWINGS ARE DRAWN BY: M.T. DAIS 03-08-07 ❑❑■❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWNG TITLE W/H PAN DRAIN ❑„❑ ❑❑❑❑ SAFETY 695RECIPIENTW� INC. SUCH MATERIALS ARE PROVIDED TO THE PM DRAWING NUMBER: PHONEHARBOR, 727 726ID1138 ( ) �PUg� DYT SU-15-0003 47' - 4� A4 l� e SEE NOTE #77 SEE NOTE #6 4 2 1 5 5 3 ,,,,---SEE NOTE #2 NOTE #1 I \-NOTE #5 SEE NOTE #3 TYPICAL SINGLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) SEE NOTE #77 SEE NOTE #6 4 2 1 5 5 3 >- SEE I NOTE #2 SEE NOTE #4 -� - I I NOTE #1 i \-NOTE #5 SEE NOTE #3 TYPICAL DOUBLE WIDE BLOCKING (SEE SU-01-0004 FOR NOTES) NOTICE: DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: ❑❑❑❑ JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE: DOUBLE WIDE BLOCKING VIDEO ❑P.O.BOX 368 SUCH MATERIALS ARE PROVIDED TO THE ❑❑❑ RINC. SAFETY HABOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE CONFIDENTIAL AND SECRET FROM OTHERS DRAWING NUMBER: SU-01-0003 PHONE (727) 726-1138 KEPT (APPLICABLE TO ALL IOPERIAL AND COTTAGES $TH 184' FLOOR OPTHS-SEE FL-01-0009.2) ® I ON SITE PERIMETER BLOCKING O.C. SPACING 16 x 16 PIER PAD 1.7 x 25 PIER PAD MIN. ,1000 PSF SOIL 1500 PSF SOIL 1000 PSF SOIL SIDEWALLS/MATELINE MALL 48"/24" 64"/40" 64"/49" MAX LOAD INCLUDING PIER AND F007ER 1778# 2667# 2950# JACOB9EN HOME$ P,O, BOX 368 SAFETY A �BOR,)FLORID � 95 LrCatJ kas� No 454 mO m � a u ®� a STA E OF a® ALL ONDZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. C-FL- 89.01 - 89.03 APPROVED BY 0 N 000r1 May 07,2009 rNC. FEDERAL MANUFACTURED NODE CONSTRUCTION AND SAFETY STANDARDS 4 DATEI REV. LETTER: Fj IIII,T, 03-02-Q9 PER. BLOCKING REQUIREMENTS K' SU-01-0005.1 MOBILE HOME SET-UP 6. A.C. CONNECTIONS JACOBSEN MOBILE HOMES ARE MADE AIR CONDITIONER READY, WHICH MEANS THE REGISTERS, SUPPLY DUCTS, AND RETURN AIR FACILITIES ARE ALREADY INSTALLED IN YOUR HOME. IN A MULTI - SECTION HOME THERE IS ONE SUPPLY DROP PER SECTION, AND ONE RETURN AIR DROP FOR THE ENTIRE HOME. CONNECT THE RETURN AIR DROP TO THE INTAKE SIDE OF THE AIR CONDITIONING UNIT, AND CONNECT THE SUPPLY DROPS REDUCER "Y" FITTING(S) (i.e., (1) 12" TO (2) 10") -TO THE BLOWER SIDE. FOR SINGLE UNIT HOMES, THERE IS ONE SUPPLY DROP, CONNECT THAT ONE DROP DIRECTLY TO THE BLOWER SIDE OF THE AIR CONDITIONING UNIT. ALL CONNECTIONS BETWEEN THE AIR CONDITIONER AND DROPS CAN BE MADE WITH INSULATED FLEXIBLE DUCT. CHECK THESE ITEMS AFTER THE AIR CONDITIONER IS INSTALLED. 1. ALL DUCT WORK BELOW THE HOME IS INSULATED. 2. ALL SEAMS ARE SEALED. 3. ALL CONNECTIONS ARE INSULATED AND TIGHT FITTING. 4. CROSS -OVER DUCT MUST BE SUPPORTED EVERY 4'-0" O.C. TYPICAL RETURN AIR DROP TYPICAL - SUPPLY DROP - TYPICAL SUPPLY DROP REDUCER 'Y' J FITTING UNIT IS SHOWN WITH TWO SUPPLY AND ONE RETURN DUCT(S). THIS WILL VARY BY MODEL. MODELS MAY HAVE MORE OR FEWER SUPPLY OR ALL IN ONE AIR CONDITIONER UNIT RETURN DUCTS. (AIR HANDLER, CONDENSER, AND COMPRESSOR) TYPICAL MULTIPLE SECTION A.C. CONNECTIONS NOTE: ON SOME MODELS THE SUPPLY AND/OR RETURN AIR DROPS PROVIDED ON THE HOME MAY BE LOCATED DIRECTLY OVER THE RUNNING GEAR (TIRE AND/OR AXLE). ON HOMES WITH THE DROP LOCATIONS LOCATED ABOVE THE RUNNING GEAR IT IS NECESSARY TO REMOVE THE RUNNING GEAR BEFORE HOOKING UP THE SUPPLY AND/OR RETURN AIR DUCT FROM THE AIR CONDITIONER UNIT TO THE HOME. AIR FLOW ❑❑❑❑ ❑❑■❑ ❑„❑ MomSAFETY JAC 0 B S E N HOMES P.O. BOX 368 HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOMATERIALS SENME MANUFACTURING 'ME INC, SUCH MATERIALS ARE FRONDED TO THE RECPIEAT FOR SPECFIC PURPOSES AND MUST BE IVT CONFIDENTIAL AND SECRET FROM OTHM DRAWN BY: O.A. DATE 06-06-94 REV. LETTER: A / ` H (09-30-08) DRAWING TITLE: DOUBLE WIDE A.C. CONNECTIONS DRAWING NUMBER: SU-13-0001 44 FLOOR JOIST MAY BE NOTCHED AT PLUMBING CROSS —OVER (SEE ELECTRICAL SET—UP FOR SPECIFICATIONS). WATER LINE CROSS -OVER (SEE DETAIL BELOW) TYPICAL MARRIAGE LINE OF MULTIPLE WIDE HOMES TYPICAL FLOOR ASSEMBLY -- WATER CROSS —OVER R-7 INSULATION MINIMUM AND BOTTOM BOARD OVER WATER CROSS —OVER LINES NOTE: NO HEAT TAPE RECEPT. REQUIRED AT INSULATED WATER CROSS —OVER. NOTES: 1. CONNECT WATER LINES TOGETHER AT ALL CROSSOVER LOCATIONS 2. INSTALL R-7 MINIMUM INSULATION BLANKET OVER THE WATER CROSS -OVER LINES AND SECURE INTO PLACE WITH DUCT TAPE. 3. PLACE A PIECE OF BOTTOM BOARD MATERIAL LARGE ENOUGH TO COVER WATER CROSS -OVER LINES AND INSULATION AND SECURE TO FLOOR FRAMING MEMBERS WITH 1" X 1° X 16 GA. STAPLES MINIMUM AT EACH FRAMING MEMBER, AND TAPE OVER SEAMS WITH CLOTH DUCT TAPE OR EQUAL. ❑❑❑❑ JACOBSEN HOMES ❑❑■❑ ❑„❑ P.O. BOX FLORIDA368 4695 ❑❑❑❑ SAFE HONER(813) 26/136 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 43 C.L.Y. 1 10-23-95 WATER CROSS -OVER R: SU-11-0020 .ETTER: BLOCKING ( PIER) LABELS LOCATE THESE LABELS AND CHECK THE APPROPRIATE MANUAL FOR PROPER INSTALLATION OF BLOCKING AND PIERS.. F COLUMN PIER R LOCATION ONS SEE SET-UP MANUAL SEE SET-UP ADDENDUM FOR SPECIFICS FOR SPECIFICS (LOCATE THESE PIERS AT THE MARRIAGE LINE) A SPECIFIC PERIMETER PIER LOCATION SEE SET-UP MANUAL FOR SPECIFICS BOTTOM OF EXTERIOR SIDING AT SIDEWALL BOTTOM OF EXTERIOR SIDING AT SIDEWALL NOTES: 1. THIS IS INCLUDED IN THE HOME OWNERS PACKAGE. ,I I-. - �.' I , GENERAL PERIMETER BLOCKING 64" O.C. MAX. (SEE SET -MANUAL FOR SPECIFICS) ❑❑❑❑ JACOBSEN HOMES ❑❑■❑ ❑>"❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 ❑❑❑❑ PHONE (727) 726-1138 THESE SPECIFICAnOISiAND DRAWINGS ARE AND CONFIDTIALURING ORIGINAL, OF JACOBSEN AT RIALS MANUFACTURING INC.G SUCH MATERIALS ARE PRONGED TO THE MSUCH REWENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENnAL AND SECRET FROM OTHM DRAWN BY M.T. DAB' 05-20-06 Rom' LETTER: DRAWING nTLE BLOCKING (PIER) LABELS DRAWING NUMBER: SU-01-0006 ADDITIONAL RECESSED PORCH BLOCKING (Ms Own S IV enomm m awn REOI6RfD IV ss mok) Y.-i \� 1 I I 17' ' 1'.• ' 1 '7 I' GIs AT 1 RECESSED PORCH ADDED �-EIEAM.UKOERDIM PER UNDER ADDED 1-WAM RECESSED PORCH REWIRE PIERS SPACED 64' aC' VAX PER UNDER ADDED I-nm (AND PIERS AT PORCH POSTS) AS SHOWN 64' O.C. MAX PIER SPACING AT IIARRUGEWALL� Not DISTANCE KJIEEN EDGE OF PIER AND EDGE OF PORCH POST MAY NOT WO DEPTH. OF TYP. PORCH POST TYP. PORCH POST FLOOR J O (S 19) TV. PORCH FLOORNG s 12• MAX TYP. r>oRa Ft00RtNG . PORCH BOOR JOIST PORCH FLOOR JOIST DOUBLE PORCH PERDIETER m �`(2)22XX6P�TIIfUN. DWE E PWCR PR3MIETER RAIL `�(2)2X6PTX18'i@L FtFD BEIMEEN 2.. . 1V 1E-DOWN STRAP (SEE On R DETAILS) PORCH FLOOR JOISTS TIP. V-DOWN STRAP (SEE 01W DETAILS) PORCH FLOOR JOISTS TIP. FIER (e X f X 161 TV. PER (C X r x 16') 16' X 16' MIN. PIER PAD 16' X IC IK PIER PAD CROSS SECTION VIEW Al CROSS SECTION VIEW BI TV. PORCH POST TYP. PORCH FLOORDRG_ TV. PORCH POST TYP. PORCH FLOORtFG5 1/2' �i ,,,-HOTE: DISTANCE BERdEFH EDGE CF PIER Am EDGE OF PORCH POST PORCH I= JOIST PORCH FLOOR JOIST MAY NOT EMEED 51/2 (2) 2 X 6 PT X 1E -M (2) 2 X I PT X Ir UK-` �. �� STRAP Wd= BEIYM 2 ONIOED B RIM 2 PORCH FLOOR. JOISTS PORCH FLOOR JOISTS (SEE OTHER DET AA LONGITUDINAL VIEW A2 IANGTAUDINAL. VIEW B2 DETAIL 'A' DETAIL 'B' `oatIstialf'r . `�r DAru►APFROYAL• NOTED.. O� IFFY'' �C ter• NO1E2 BLOCIONG l G•y APPROVED BY L ADDITlfk111L REOLBED As ILA lED ABOVE (USE I6' X 16' FIER �00or PADS ON 1000 PSF SOL MACRT4 • OI. ti 2. LOCATE MAIM MW PE(RRM JOIST OR VARNN S 1/tr OF END OF 16' aC. � " Dec 13,2006 1 PEASIEIER IA.O xm a R Eam UNDER PORCI AT EACH POMT (61' Ot MAX) :tv ?i +l ADODONAL BLOOM& AEauetD As @IDICAIED ADM WIDER CENTER OF ADDED I -VA. 1 E PEN - `v 1 t� w FEDERAL MANUFACTURED HOME (61" aG MAX) • ' . �.` Q` F C[MlSTRUCUON MD SAFEW SuwnwmS S SEE OTHER KFAIS Fat ow AEOURED BLOOM LOCAnaNs •.., p P.VOA , 1 �,. 6 AM F-WM AT PORC1loaeitOR WALL MAY DIFFER 0191 FROM MATH HIRM 1-BEAIL: •It.LILT.'`�G\���•1r� :_ uwvin DAXI 10 LETTER JACOBSEN- HOMES 1i0 � R.R. »-2a-os TIEY ?P/S1CA11010 Afm Dlplbl7C3i ARE owum. PNMTAMY "40WH) SAL DRAWM TIRE MAMULS IF OZOM UUWAC1MA1016 A PORCH BLOCKING�- Bw P.O, BOX 368 Ills 917b1 MAlown ARE MID11Dm TO W SAFETY HARBOR. FLORIDA 34695 REC = F1717'OtA7C lYdM A10 OW RE DRANK MAIBER:. PHONE (813) 726-1138 an E1CMiRJ m Avo StAln FRa OLUW SU-01-0007 - 9,.. r i i MOBILE HOME SET—UP 2" WET VENT WITH NOT MORE THAN UNVENTED /� (1) FIXTURE DRAIN W.C. DROP / / 2" 3" / / D 0 � 2" ALT. VENTED W.C. 3" DROP / TYPICAL 2" DROP / `INDICATES BOTTOM / 3. OF HOME / 1 1/2" DRY VENT 2" (SEE ACT. FOR UNVENTED / OPT. WET VENT / CONNECTION) @ f- INSTALL FULL SIZE W.C. DROP / / 1 1/2" 2" CLEAN -OUT IF SLOPEIS 3„ BETWEEN & 0 O 1/4.' PERFOOTB" 2" / USE O IF CLEAN- 3" 3^ OUT IS NOT NEEDED O TYPICAL 3" 0 1 1/2" DROP / 3" / / 3" / 1 1/2" 1 1/2- MINIMUM SLOPE 3" 1/8" PER FT. FITTING SCHEDULE / /' WITH CLEAN -OUT ' 1/4" PER FT. O VERT. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) WITHOUT CLEAN -OUT O HORIZ. TO HORIZ. (LONG TURN TY OR COMB. Y & 1/8 BEND) © © HORIZ. TO VERT. (1/4 BEND -LONG ELL) OD VERT. TO HORIZ. (LONG SWEEP 1/4 BEND) 3" OE HORIZ. TO VERT. (SHORT TURN TY - SAN. TEE) TO ON SITE DRAIN CONNECTION TYPICAL ON SITE DRAIN CONNECTIONS 3/4" DROP FROM/ WATER HEATER SECTION ,,,-3/4" THREADED INLET 3/4" TEE AND \ FRESH WATER INLET FOR 3/4" THREADED SINGLE CHIDES AND MULTI- NOTE: INLET - FIELD 11 THE TWO EXAMPLES SHOWN ARE INSTALLED WIDES WITH PLUMBING IN TYPICAL FOR MOST MODELS. ONE SECTION ONLY SOME MODELS DEPENDING ON THE PLUMBING LAY -OUT FRESH WATER INLET FOR MAY HAVE A COMBINATION MULTI-WIDES WITH OF BOTH OF THE EXAMPLES SHOWN. PLUMBING IN MORE THAN ONE SECTION TYPICAL FRESH WATER ENTRANCES NOTICE• DRAWN BY: ELL - 3/4" DROP i 3/4" ELL 3/4" CROSS-OVERS (FIELD INSTALLED) ❑❑❑❑ ❑❑■❑ ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROWDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. S.A. 6-6-94 DRAWING TITLE: DRAIN SET-UP DRAWING NUMBER: SU-1 1-0005 42 MOBILE HOME SET-UP SET-UP KIT PLUMBING FITTINGS DIRECTION OF FLOW e FITTING NAME: COUPLER SYMBOL ORIENTATION / USE COUPLING PIPE SPLICING DIRECTION OF FLOW FITTING NAME: SANITARY TEE SYMBOL ORIENTATION / USE SAN. TEE HORIZONTAL TO VERTICAL ONLY FITTING NAME: LONG TURN 90• ELL SYMBOL ORIENTATION /USE 90- ELL I MAY BE USED IN ANY ORIENTATION CHECK THE INSTALLATION INSTRUCTIONS FOR MATERIALS REQUIRED AND PLACEMENT OF FITTINGS, NOTE AS SHOWN IN THE DETAILS THE DIRECTION OF FLOW FOR FITTINGS. ALL PIPING REQUIRED TO FIT BETWEEN FITTINGS IS INCLUDED IN THE SET—UP MATERIALS. THE LENGTHS OF PIPE SHOULD BE CHECKED BEFORE CUTTING TO ENSURE THAT PROPER DROP—OFF IS REMAINING FOR COMPLETION OF PIPE RUNS. DRY FITTING ALL PARTS TOGETHER IS RECOMENDED BEFORE ANY FITTING AND PIPE JOINT IS GLUED. ❑❑❑❑ JACOBSEN HOMES ❑❑P.O. BOX368 SAFETY HARBOR, FLORIDA 84695❑„❑ ONE)7113 FITTING NAME: REDUCER BUSHING SYMBOL ORIENTATION / USE BUSHING REDUCE FITTING PIPE SIZE DIRECTION OF FLOW FITTING NAME: LONG TURN TEE WYE SYMBOL ORIENTATION / USE LTTY MAY BE USED IN ANY ORIENTATION SET-UP INSTRUCTION SYMBOLS O. = 1 1/2" DROP O = 1 1/2" DRY VENT O = 2" DROP O = 2" WET VENT O = 3" DROP O = 3" MAIN DRAIN — — — — — = 1 1/2" DRAIN LINE = � = 2" DRAIN LINE = 3" DRAIN .LINE NOTE: USE A GOOD QUALITY CLEANER AND CEMENT LISTED FOR USE WITH PVC PIPING CONNECTIONS. BE SURE TO FOLLOW THE MANUFACTURERS INSRUCTIONS ON THE CONTAINERS. NOTICE: umm"N Di: THESE SPECIFICATIONS AND DRAWINGS ARE S.A. 6-6-94 ORIGINAL PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONGED TO THE SET-UP KIT. PL. FITTINGS RECIPKEPTIENT FOR CONFIDENTIALGAND SECRET FROM MUST BE DRAWING NUMBER: SU-11-0010 41 REV. LETTER: • a ATTACHMENT TO HOST BEAM ATTACHMENT MAY BE FLUSH WITH HOUSE -� HOST BEAM STRUCTURE ATTACHMENT SECURED DIRECTLY TO FACTORY INSTALLED HOST BEAM (THIS IS IN IJEU OF "FOURTH WALL CONSTAUCTION') STRUCTURE ATTACHMENT INSTALLED ON -SITE BY OTHERS -AND MUST MEET LOCAL CODES PERIMETER BLOCKNG ON -SITE 48' O.C. MAX. DESIGN MEETS FBC AND ASCE FOR 140MPH (3 SEC. GUSTS) EXP. B LOADING FOR PARJIALLY ENCLOSED STRUCTURES' REF. PG. 07-0050, 07-0051 NDS01 NOTES: 1. HOST BEAM WSTALLATION IS FOR ON -SITE STRUCTURE AiTACHMENI: 26 WIDE MAX 14WD ZONE 2 OR 12.7NPH EXP. B SITES. 16' WIDE MAX MVIND ZONE 3 OR 14OMPH EXP. B SITES 2. MIN. BRACKET LOAD CAPACITY FOR VERTICAL TIE -DOWNS IS 24501 WINO ZONE 2. M j WIND ZONE 3 A 3. WALL FRAMING IS 2 X 6 SPF j3 161' O.C. 4. 48', O.C. PERIMETER BLOCKING REQUIRED ON HOST BEAM SIOIE OF HOUSE JACOBSEN HOMES „ P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (727) 726-1138 . ALSO MEETS WINDZONE - III EXPOSURE C 20 PSF ROOF 10 PSF D.L. ir!Cri.�i� APPROVED BY d •.t f�•. M ON p " C •='*' Jan% 20,200 INC. r_ OF ; FEDERAL MANUFACTURED HONAE 0F:)�4: ' f� lbCONSTRUCTION AND SAFETY STANDARDS NOT[C&— THESE SPECOCATXMIS AND DRAMT�s ' CRIMAL PROPRIETARY. AM CONIFMTIAL MATERWS Q JACOBSEN MANOPAC,TURMO NC SUCH MAMMALS ARE PROvroED'ro RE YECMT 1M SPEDIFIC RMS1ES ANO Wa BE ISPT CONRWNLLI AND SECRET RIDY OTHERS. 10 D.M.T. DAl 01-10-07 REv Em ATT. TO HOST BEAM R. SU-01-0008 16" X 16" PIER FOOTER SPACINGS* MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120' WIDE FLOOR 39.. 62" 86" 110" 134" 157" 144' WIDE FLOOR 33" 53" 73" 93" 113" 133" 160" WIDE FLOOR 30" 48" 66" 85" 103" 121" 184" WIDE FLOOR 26" 42" 58" 74" 90" 107" MIN. PIER CAPACITY 1778 LBS. 2667 LBS. 3556 LBS. 4444 LBS. 5333 LBS. 6222 LBS. NOTE: ALL UNIT WIDTHS INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. 4" MINIMUM, AND/OR PER LOCAL CODE REQUIREMENTS a" TYP 7" OR 8" TYP 3MAX ( TYP) Q Q NOMINAL 16" X 16" SQUARE PRECAST 00, op CONCRETE FOOTING �f 16" MIN. EACH SIDE 4 X 8 X 8 SOLID 6 X 7 X 8 SOLID FOOTING CONIC. BLOCKS CONC. BLOCKS TYPICAL PIER FOOTER TYPICAL PIER CONFIGURATIONS (THE CAPACITY OF THESE PIERS EXCEEDS MIN. REQUIRED) CONCRETE- NOTES WINDZONE III 1. ALL FOOTINGS CONCRETE TO HAVE fc' = 3000 PSI MIN AT 28 DAYS; (110 MPH) 2. ALL SOLID CONCRETE BLOCKS TO HAVE 1m' = 1500 PSI MIN; ALL EXPOSURES 3. CENTER ALL PIERS ON FOOTINGS 20 PSF ROOF 10 PSF D.L. REF. CALLS. e W _ p, Gr r q 5 G 2 !// 7' `tttuunu►urq� NOTES: EN` '� V •• ••• �. ///// DAPIA APPROVAL I. REFER TO OTHER DETAILS FOR ADDITIONAL PIER FOOTER SIZES AND ���.� vP•. G�9T ER •�! ' NO. �� '•. APPROVED BY SPACINGS. 2 STARTI-BEAM PIER SPACING 1/2 THE ALLOWABLE SPACING FROM EACH END 910334 •� * ±_ moo * ' OF THE HOME AT EACH I -BEAM, AND MAXIMUM SPACING SHOWN IN THE CHART ; p ABODE FOR FULL LENGTH OF HOME -o •. STATE OF � ; I �l INC.. SEE OTHER DETAILS FOR PIER REQUIREMENTS AND MAXIMUM OPENINGS % �Q•'••• P.�" ��IN '� !N A I '�/ FEDERAL MANUFACTURED HOME AT MATING LINE OF MULTIPLE WIDE HOMES. ,.• �' / ss • ••• E CONSTRUCTI Sq�ETQIQARDS 4. SEE OTHER DETAILS FOR TIE -DOWN REQUIREMENTS. ?r�pr� M 1 1��3 r JACOBSEN HOMES N LC THESE SPECDICATIONS AN ORANTI ARE AKIN BY: M T DATE 2-8-99 REV. LETTER: DRAWING TITLE: 16" x 16" PIER SPACING P.O. BOX 368 ORONAL• PROPRIETARY, AND CONFIDENTIAL. UAIERIALS OF ,M000SEN MANUFACIURWC LNG SUCH MAIERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-01-0020 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECM PURPOSES AM MUST BE WT CONFIDENUAL AND SE00 FROM O"M 13 EXTERIOR LIGHT FIXTURE INSTALLATION BE SURE ELECTRICAL SERVICE IS DISCONNECTED BEFORE COMING IN CONTACT WITH ELECTRICAL CONDUCTORS WHITE (NEUTRAL) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT EXTERIOR ELECTRICAL BOX BARE (GROUND) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT - FIXTURE FLASHING RING (THIN WHITE FIBROUS RING) - BLACK (HOT) WIRING FROM FIXTURE AND BOX TWISTED TOGETHER AND SECURED WITH WIRE NUT - EXTERIOR LIGHT FIXTURE (LISTED FOR EXTERIOR USE) BEFORE ELECTRICAL SERVICE IS CONNECTED TO THE HOME, INSPECT THE EXTERIOR OF THE HOME AND LOCATE ALL THE EXTERIOR LIGHT LOCATIONS TO BE INSTALLED ON SITE. (ALL EXTERIOR LIGHT FIXTURES IN PORCH AND OTHER AREAS NOT ALONG THE EXTERIOR WALL AREAS OF THE HOME ARE INSTALLED AT THE FACTORY). THE EXTERIOR LIGHT LOCATIONS CAN BE IDENTIFIED AS EXTERIOR ELECTRICAL BOXES IN THE WALLS USUALLY LOCATED ADJACENT TO EXTERIOR DOORS THAT ARE COVERED WITH BLANK (SOLID) COVERS. TO INSTALL THE EXTERIOR LIGHT FIXTURES, REMOVE THE BLANK COVERS FROM THE ELECTRICAL BOXES AND FEED THE THREE WIRES (IDENTIFIED IN THE DETAIL ABOVE) THROUGH THE FIXTURE FLASHING RING BEFORE THE CONNECTIONS OF THE CONDUCTORS ARE MADE. THE FIXTURE FLASHING RINGS MUST EXTEND FROM THE OPENING OF THE ELECTRICAL BOX TO THE OUTERMOST EDGES OF THE EXTERIOR LIGHT FIXTURE (EXCESS AMOUNT OF THE FLASHING RING MAY BE TRIMMED OFF AFTER THE FIXTURE IS SECURED TO THE ELECTRICAL BOX). TO INSURE AGAINST THE POSSIBILITY OF AN ELECTRICAL SHOCK, ALL ELECTRICAL CONNECTIONS SHOULD BE DONE WITH THE ELECTRICAL SERVICE SHUT OFF TO THE HOME. THE WIRE NUTS REQUIRED FOR SECURING THE WIRES WILL BE FOUND INSIDE THE ELECTRICAL BOX FOR THE FIXTURE (THESE - WIRE NUTS ARE INSTALLED AT THE FACTORY TO CAP THE CONDUCTORS IN THE ELECTRICAL BOX). THE FIXTURE FLASHING RING IS LOCATED IN THE SHIPPING KIT INSIDE THE HOME. ❑❑❑❑ JACOBSEN HOMES ❑❑�❑ ❑1"❑ P.O. BOX 368 R ❑❑❑❑ SAFEPHONER(2 )F72O6I-11DA 384695 NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROWDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 38 DRAWN BY: S. A I DATE: 6-6-94 DRAWING TITLE: LIGHT FIXTURE INSTALLATION DRAWING NUMBER: SU-09-0030 REV. LETTER: MOBILE HOME SET—UP/ELECTRICAL v%m I -BEAM WIRE FROM BREAKER BOX TO GROUNDING TERMINAL #8 BARE COPPER WIRE MINIMUM OUTRIGGER GROUNG WIRE MAY BE ATTATCHED TO ANY PART OF THE FRAME ASSEMBLY (NOT REQ'D TO BE ® OUTRIGGER). ANY APPROVED GROUNDING TERMINAL SECURED TO FRAME TO INSURE PROPER GROUND (METAL TO METAL CONTACT INSURED BY USING A STAR WASHER BETWEEN OUTRIGGER AND TERMINAL). TYPICAL ELECTRICAL GROUND NOTE: ALL EXPOSED NONCURRENT CARRYING METAL PARTS THAT MAY BECOME ENERGIZED SHALL BE EFFECTIVELY BONDED TO THE GROUNDING TERMINAL OR ENCLOSURE OF THE DISTRIBUTION PANELBOARD. A BONDING CONDUCTOR SHALL BE CONNECTED BETWEEN EACH DISTRIBUTION PANELBOARD AND AN ACCESSIBLE TERMINAL ON THE CHASSIS. NO. 8 BARE COPPER --� L-APPROVED GROUNDING TERMINAL BOND WIRE (MINIMUM) ATTACHED TO OUTRIGGER OR I -BEAM (TYPICAL EACH UNIT). TYPICAL ELECTRICAL BONDING GROUNDING AND CONTINUITY TEST THE GROUNDING CONTINUITY TEST MUST BE PERFORMED BEFORE THE FEEDER CONDUCTORS ARE CONNECTED. PERFORM THE FOLLOWING TEST AFTER ALL STRUCTURAL ASSEMBLY, METAL AND TRIM INSTALLATION IS FINISHED: A. CONNECT ONE CLIP OF A FLASHLIGHT CONTINUITY TESTER TO A CONVENIENT GROUND (METAL SKIN, WINDOW FRAME ON METAL SKINNED UNITS, FLOOR DUCT RISER, SCREW HEAD ON RECEPTACLE OR SWITCH PLATE, ETC.) AND TOUCH THE OTHER CLIP TO EACH LIGHT FIXTURE CANOPY (WHERE LIGHT IS MOUNTED TO CEILING OR WALL). THE CONTINUITY TESTER SHOULD LIGHT IF EACH FIXTURE IS PROPERLY GROUNDED. B. REPEAT THESE PROCEDURES FOR ALL DIRECT WIRED APPLIANCES AND FIXTURES. C. USING THE SAME PROCEDURES, CHECK THE CONTINUITY BETWEEN THE FOLLOWING: 1. BETWEEN METAL ROOF AND STEEL FRAME. 2. BETWEEN METAL SKIN AND STEEL FRAME. 3. BETWEEN STEEL FRAME AND GAS PIPING. D. ANY LOSS OF GROUNDING CONTINUITY FOUND IN THE ABOVE WILL REQUIRE INVESTIGATION, CORRECTION, AND RETESTING FOR CONTINUITY. ❑❑❑ ❑ ❑❑■❑ORIGINAL, ❑„❑ ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: THESE SPECIFICATIONS AND DRAVANGS ARE PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: TYPICAL ELECTRICAL GROUND DRAWING NUMBER: SU-09-0020 37 ALTERNATE MAIN BEAD PIERO (f I it 116' CdMTE ViSNRY T CIM (NO �%RTAR OR Mt Run) lim Two I-0�`, �Or]D 91 (pECAY BE AIVQ I�(IF '+ v NE �ffA THICK A 4` I SIZE (SEE 16) a TIER CAPPED � X Do gR TREATED U*R (SEE NOTE 15) ®990®®RODlI®BpD C °D®FQ ®fir x BOTH ��moas SINGLE STACK BLOCK PIER ���®��® (PMWAR TO �1 BE No 45484 o B.O� CBS CAPAOTY-SEE 401E 0 as � � � 4 STATE C' F ? ...... �®e® I PIER CAPPED OTH C04CRETE i$ATED U VO (SEE NOTE 15) If I If 116' CELLED VASS*Y BLOCKS OTH OPEN CELLS PTICAL 16,000 LBIS, (SEE kOTE B` 18' 116` HOLO CONCRETE BLOCK IS 9iO % TAIL O MTS THE TOP TO TKE B0 OF TIC P8 T NOT E%M t)2' Tr I Rr 11e HOLLO# CONCRETE DOCKS ARE SH* iAL OFFSETS FRW RIE TOP TO THE BOTTOY OF THE PIER UST NOT EI(fED 1/f. FLOOR WDTH MAX. MAXIMUM I —BED PIER SPACING (CONTROLLED BY PIER LOAD CAPACITIES) 48" O.C. 72" O.C. 96" O.C. 120" O.C. 144' *DE FL00R 2428 LBS. 3488 LBS. 450 LBS. 5608 LBS. 160" *DE FL00R 2661 LBS. 3m LBS. 5014 LDS, 6191 LBS. 18C *DE FLOOR 2961 LBS. 428E LBS, 5615 LBS, 6941 LBS. PIER LOADS INCLUDE WSGHT OF PIER UP TO 250/ - ADD DIFFEREiiLE WLfj PIER WLMHI I5 GKtAILK. NOTEt UNIT MOTHS INCLUDES A V OVMANG ON BOTH' SIDES WAX44 t8T Gucs (CHECK PIER PAD LOAD CAPACITIES BASED ON SOIL BEARING PSF) t SU O1-00I0 FOR PIER SPAMV 00 16' 115 PIER PADS LA �iG IC 116H rh PE-R A PADS OTHERC DDNCIRETE THEY IST BE LISTED AND CER TO EXCEED OR BE EQUAL PIER $ *EN U24G TIER PADS THEY MUST BE LISTED & CERiffIED TO EXCEED OR EQUAL PRIM C1APPAOITY SPACING 9 * IN THE CA START I-BEAV apt HART ABOVE FOR FLU LENGTH OF H 1 EACH T-E�+W A� Y"'�M 4. ANY PIER NEiG1HTS AWK 6? VUST BE OMGNED BY A P.E. OR AliCHUTECL 5, CAPSUST BE SAVE LENGTH ALQ #DTH AS THE PIERS ON #9CIi THEY REST, 6, HAPS�USED TO ANY ATE t d�{no I G ilFR11Ck 6AOR PS, 2 OR 4 INCH 4"90 CONCRETE BLOCK VAY BE Y JACOBSEN HOMED "01d� iHiSS 94TIId6 DLGA6ifS • �1TApAmSAFEARBOR�18695 CSAFETY �lept� �Arnftll o 14 HI 20 PSF ROOF 10 PSF D.L. APPROVED BY Revised IN A�.ct,2008 (INC.l tl� FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETYSTANDARDS 0,A D TEI 2-8-99 REV. LETTM ALT. FAIN BEAM PIERS B SU-01-0021 1 (10-08-08) FINISH GRADE NOTES: MINIMUM HOME SET HEIGHT WHERE THE GRADE IS SLOPED, 25% OF THE LOWEST MEMBER OF THE MAIN FRAME MAY BE SET BELOW 18"; HOWEVER, UNDER NO CIRCUMSTANCES MAY THE BOTTOM OF THE I -BEAM BE SET BELOW 12" FROM THE FINISHED GRADE. I• " ❑❑❑❑ JACOBSEN HOMES NOTICE: DRAWN BY: DATE: REV. LETTER: THESE SPECIFICATIONS AND DRAWINGS ARE B.E.M. 2-11-99 ❑❑■❑ ORIGINAL, PROPRIETARY, AND CONFIDENTIAL DRAWING TITLE: ❑„❑ P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE IN. HOME SET HEIGHT SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: ❑❑❑❑ PHONE (727) 726-1138 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-01 -0022 ELECTRICAL CROSS -OVER & TESTING PROCEDURES (_MARRIAGE LINE I I I NOTCHED MARRIAGE WALL PERIMETER JOISTS - .92" DEEP NOTCH MAX. ELECTRICAL WIRING FROM ONE SECTION TO BE HOOKED -UP IN JUNCTION BOX(S) ELECTRICAL JUNCTION BOX(S) FASTENED TO TRANSVERSE FLOOR JOIST. AFTER ALL ELECTRICAL WIRING CONNECTIONS ARE MADE, SYSTEM MUST BE INSPECTED AND TESTED. (FOR CONTINUITY TEST PROCEDURES SEE SU-09-0020) TESTING THE POLARITY OF THE ELECTRICAL SYSTEM WILL REQUIRE TEST EQUIPMENT CAPABLE OF DETERMING INCORRECT WIRING CONFIGURATIONS, AND ALSO SHOULD INCLUDE ADAPTERS FOR VARIOUS CONFIGURATIONS (POLARITY TESTER). USING THIS DEVICE ALL ELECTRICAL CONNECTIONS (INCLUDING OUTSIDE FIXTURES SUCH AS HEAT TAPE RECEPTACLE) ARE INDIVIDUAL TESTED TO ENSURE ALL CONNECTIONS HAVE BEEN PROPERLY MADE. A PIGTAIL CIRCUIT TESTER MAY BE USED AS AN ALTERNATE TEST METHOD FOR LIGHT FIXTURES. PIGTAIL TEST IS AS FOLLOWS: HOT IN BASE OF SOCKET TO GROUNDED FIXTURE CANOPY (LIGHT MUST LIGHT), NEUTRAL TO FIXTURE CANOPY (LIGHT MUST NOT LIGHT), AND A GROUND CHECK TO DETERMINE NO OPEN GROUND. FAILURE AT ANY FIXTURE REQUIRES REPAIR AND RETEST. NOTE: ALL GROUND LEADS ARE SECURED TOGETHER AND BONDED TO THE JUNCTION BOXES W/ THE LARGEST SIZE CONDUCTOR IN BOX. (ALL REQUIRED JUNCTION BOXES ARE SHIPPED LOOSE IN THE SET-UP KIT) NOTES: 1. ALL ELECTRICAL WIRING CONNECTIONS TO BE MADE INSIDE LISTED JUNCTION BOX(S) IN COMPLIANCE WITH N.E.C. - 2005 2. WIRING IN LISTED JUNCTION BOX(S) NOT TO EXCEED CAPACITY OF THE JUNCTION BOX(S) PER N.E.C. - 2005. 3. WIRING TO BE PROTECTED AND SECURED AT MARRIAGE WALL JOISTS WITH WIRE PROTECTOR PLATES INCLUDED IN SET-UP KIT. 4. ELECTRICAL CROSSOVER WIRING TO BE DONE ONLY BY QUALIFIED PERSONNEL. MATCHING IDENTIFIED CIRCUIT WIRING FROM EACH SECTION OF MULTIPLE WIDE HOMES. 5. AFTER WIRING CONNECTIONS HAVE BEEN MADE, REPLACE COVER ON JUNCTION BOX(S), AND REPAIR ANY CUTS OR VOIDS IN THE BOTTOM BOARD WITH DUCT TAPE. ❑❑❑❑ JACOBSEN HOMES P.O. BOX 368 HARBOR, FLORIDA 34695 PHONE (813) 726-1138 NOTICE: THEE SPECIFICATIONS AND oRAN1NGs ARE PROPRIETARY, AND MANUFACTURING MATERIALS ORIGINALHHtivivEl IIAIEPoALS OF JACOBSEN NANUFACTUPoNGB1C. SUa1 YATSULS ARE PROM D TO THESAFETY RELp W FOR SPENFIC PURPOSES AND MUST HE KEPT CMDENTIAL AM SEaV FIM OTHERS DRAWN BY: D.M.T. DATE 05-25-06 REV. LETTER: c /) 09-29-08 DRAWING TITLE.ELECTRICAL CROSS -OVER DRAWING NUMBER:SU-O9-O01O 36 15 MOBILE HOME SET-UP/ELECTRICAL ELECTRICAL CONNECTIONS BETWEEN HOME SECTIONS NOTE: NO ELECTRICAL POWER SHOULD BE CONNECTED TO HOMES WHILE MAKING ELECTRICAL CONNECTIONS. ALL ELECTRICAL WORK SHOULD BE DONE BY A QUALIFIED ELECTRICIAN. MATERIAL SUPPLIED 1. APPROPORATE NUMBER OF JUNCTION BOXES TO MAKE 2 CONNECTIONS PER JUNCTION BOX. (SHIPPED LOOSE IN THE SET-UP KIT) 2. WIRE NUTS. 3. JUNCTION BOX COVERS. INSTRUCTIONS A. SECURE JUNCTION BOXES UNDER HOME. B. WIRES HAVE BEEN COLOR CODED; SIMPLY MATCH UP COLOR CO-ORDINATED WIRES WITHIN A JUNCTION BOX AND CONNECT WITH WIRE NUTS. C. PLACE COVERS OVER JUNCTION BOXES. OMITTED CEILING FIXTURES FIXTURES TO BE INSTALLED AT THESE LOCATIONS MUST BE A TWO WIRE FIXTURE WITH GROUND. INSTALL ALL FIXTURES BEFORE TURNING ON MAIN BREAKERS. HOT LEADS (RED & BLACK) CONNECTED TO MAIN BREAKER NEUTRAL (WHITE) WIRE TO NEUTRAL BUSS NOTE: SEE BELOW FOR SERVICE ICE 6 BARE COPPER GROUNDING CONDUCTOR ELECTRODE CONDUCTOR BONDED TO SIZES NEUTRAL BUS IN SERVICE PANEL, EXTEND TO GROUNDING ELECTRODE PER NEC 250-83 MINIMUM CONDUIT SIZES:--- -k/\L- CONDUIT DROP FROM HOME - EXTEND 2" MINIMUM - 200 AMP 1 MINIMUM - AMP TO BELOW GROUND LEVEL OR SEE 2" LOCAL CODES TYPICAL ELECTRICAL CONNECTIONS CROSS -OVER CONNECTIONS CROSS -OVER INFORMATION APPLIES TO MULTI -SECTION UNITS CROSS -OVER WIRES ARE COLOR -CODED SERVICE CONDUCTORS MAIN BREAKER HOT NEUTRAL GROUND 150 (2) NO. 1 NO. 1 NO. 6 200 (2) NO. 2/0 N0. 2/0 NO. 6 NOTE: ABOVE SERVICE CONDUCTORS ARE FOR COPPER ONLY. FOR COPPER -CLAD ALUMINUM REFER TO LOCAL CODES ELECTRICAL PANEL LABEL THIS LABEL IS LOCATED ON OR NEAR THE ELECTRICAL PANEL THE MINIMUM SIZE JUNCTION BOX ATTACHED TO THE CONDUIT FOR SERVICE CONDUCTORS ARE: 9" X 9" X 4" - 150 AMP OR 12" X 12" X 4" - 200 AMP NOTICE: DRAWN BY: I DATE: REV. LETTER: ❑=IlEli JACOBSEN HOMES THESE SPEGFICATIONSAND DRAW9NGSARE D.M.T. 01-24-02 IE]u■,F-]! MATEIGINAL,RIALS OFPJACOBSEN MANUIETARY, AND FACTURING IIAL DRAWING TITLE: P/� ❑,I,� P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE SET-UP/ELECTRICAL A r�ru SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE DRAWING NUMBER: PHONE (727) 726-11,3,8 KEPT CONFIDENTIAL AND SECRET FROM OTHERS. SU-09-0001 16" X 16" PIER FOOTER SPACINGS* (MIN. 256 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 39" 62 1/2" 85 1/2" 110" SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR- 33" 53- 73 1/2" 93 1/2" 113 1/2" SEE NOTE #4 160" WIDE FLOOR-- 30" 48 1/2" 66 1/2" 85" 103" SEE NOTE j/4 184" WIDE FLOOR- 26 1/2" 42 1/2" 58 1/2" 74 1/2" 90 1/2" 107" MIN. PIER CAPACITY 1778 LEIS 2667 LBS '__3556 LEIS 4444 LBS 5333 LBS 6222 LEIS 18 1/2" X 18 1/2" PIER FOOTER SPACINGS* (MIN. 342 1./4 SO.IN) MAXIMUM I 'BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 54 1/2" 86" 117 1/2" SEE NOTE y4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR. 46" 73" 100" SEE NDTE #4 SEE NOTE #4 SEE NOTE y4 160" WIDE FLOOR.. 42" 66 1/2" 90 1/2 115" SEE NOTE #4 SEE NOTE y4 184" WIDE FLOOR.. 37" 58 1/2" 79 1/2" 101" SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 2377 LBS. 3565 LBS. 4753 LBS. 5942 LBS. 7130 LBS. 8319 LBS. NOTE: UNIT WIDTHS WITH r. INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE;•,,,, ENGINEER APPROVAL: DAPIA APPROVAL: /S nC Cm << 1. FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. C- T,v- (�• G� T 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE APPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM PIER CAPACITIES SHOWN ABOVE.201 O CT 11 '14 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN " �•�� r, Ctit E,"'•' rN 1 HOMES INSTALLATION INSTRUCTIONS. • °� ; .; I.,.,: INC.I . MAX. PIER SPACING 8' FOR UNITS WITH B" I -BEAMS / 10' FOR UNITS WITH 10" OR 12' I -BEAMS (24" MAX. FROM ENDS). FEDERAL MANUFACTURED HOME TI N AND SAFETY STANDARUS ��❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: D.M.T. DATE; 09-22-01 REV. LETTER: „ P.O. BOX 368 ORIGINAL. PROPRIETARY, AND LONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING TITLE: PRE-FAB; 16' & 18 1/2" PIER PAD SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPECOC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-01-0023 35 -16 26" X 26" PIER FOOTER SPACINGS* (MIN. 676 SQ.IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR. 113 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR** 96 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR- 87 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR** 77" 119 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 4694 LBS. 7042 LBS. 9389 LBS. 11,736 LBS. 14,083 LBS. 16,431 NOTE: UNIT WIDTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 ON TES ALTERNATE TO THE CONCRETE EN q�A OV'LT• I -,- S�, ,;, `�4'.•'G�STEFj�; •,•:`�&- DAPA.APPROVAL- 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. No.<i ', O T% :'�� �. G_ ryr , 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM (�;`�� � ! 03 T = APPROVED BY PIER CAPACITIES SHOWN ABOVE. 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN �t g .yD •,�j1 J1aT' :•�% ? F '•,"•' OCT I HOMES INSTALLATION INSTRUCTIONS. • T' ti�4��� �• �' N'llp 4. MAX. PIER SPACING 8' FOR UNITS WITH 8' I -BEAMS / 10' FOR UNITS WITH 10. OR �, INC. 12- I -BEAMS (24' MAX. FROM ENDS). ` V FnF . ! +. T I IFACIPFn 16'c JACOBSEN HOMES NOTIC THESE SPECIFICATIONS AND DRAWINGS ARE 'DRAWN BY: D.M.T. DJ6iLiSTRUCTIONAND SAFE 09-22-01 Yl�iy'lEQ „ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING TITLE: PRE -FIB. 26" PIER PAD SPACING SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECIPIENT FOR SPEOFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWING NUMBER: SU-01-0026 19 6 MOBILE HOME SET-UP SHUTTER INSTALLATION: SHUT1 RS ARE NORMALLY FASTENED BY SCREWING DIRECTLY THROUGH THE VINYL SIDING. THIS TENDS TO RESTRICT SIDE -TO -SIDE MOVEMENT OF THE VINYL SIDING PANELS. HOWEVER, SEVERAL THINGS CAN BE DONE TO ELIMINATE BUCKLING OR OIL CANNING OF THE VINYL SIDING IN THESE AREAS: A. WHEN PANELS RUN FROM WINDOW AREA TO A CORNER POST OR OR J-CHANNEL (OR ANY TYP. VINYL SIDING TRIM) AT THE OPPOSITE END, BE SURE TO LEAVE PROPER CLEARANCE IN THE 'POCKET" - THEN SIDING WILL EXPAND TOTALLY IN THAT DIRECTION. B. TWO SHUTTERS BETWEEN WINDOWS: THE PANELS THAT WILL BE RESTRICTED BY THE SHUTTER SCREWS SHOULD BE SHORTER LENGTHS (SEAM BETWEEN WINDOWS - NOT ONE CONTINUOUS PIECE OF VINYL) - SIMPLY OVERLAP TWO PANELS IN THIS AREA. PANELS WILL THEN EXPAND TOWARD THE OVERLAP JOINT (SEE DETAIL "A"). OR STAGGER THE SHUTTER SCREWS - INSTALL FIRST SHUTTER, TAKE NOTE OF WHICH PANELS ARE RESTRICTED BY THE SCREWS. THEN INSTALL THE OPPOSITE SHUTTER, POSITION THE SCREWS FOR THIS SHUTTER THROUGH PANELS EITHER ABOVE OR BELOW THE PANELS RESTRICTED BY THE SCREWS FROM THE FIRST SHUTTER. BY DOING THIS THE PANELS OF VINYL SIDING WILL BE ABLE TO EXPAND IN AT LEAST ONE DIRECTION, SO LONG AS PROPER CLEARANCE HAS BEEN MAINTAINED IN THE "POCKET" AREA OF THE CHANNEL. (SEE DETAIL "B") DETAIL "B" LIII DETAIL "A" ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: SHUTTER INSTALLATION ❑❑■❑ ❑,FF❑ P.O. BOX 368 ORIGINAL, PROPRIETARY, AND CONFIDENIIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-05-0034 ❑❑❑❑ SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 32 • J Im Z Lu aa 0 cc Q L .�s Z 111 31 20 17" X 22" PIER FOOTER SPACINGS* ,MIN. 374 SQ.IN) MAXIMUM I —BEAM PIER SPACING NOTE: MAX. PIER SPACING WITH *•* SEE NOTE #4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) . WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120° WIDE FLOOR** 580 89" 120"*a 120"a• 120"•ss 120"•a 144° WIDE FLOOR** 50" 76' 103"sa 120"aa 120"+s+ 120"s++ 160" WIDE FLOOR** 45" 69 1/2" 94" 118°+*• 120"•� 120°•s• 184" WIDE FLOOR** 40" 61° 83" 104'+s• 120"*•• 120"•+• MIN. PIER CAPACITY 2597 LBS. 3896 LBS. 5794 LBS. 6493 LBS: 7792 LBS. 9090 LBS. NOTE: UNIT WIDTHS WITH a INCLUDES A 6° OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 PIER PAD (CORNERS MAY EIE ROUNDED) TYPICAL PIER FRAlIE I-BFJiM ORIENTATION OF BLACK PLACED . SY�2ETRICALLY ON PIER PAD �®®®�®�®®B® �Q �o® REF. CALC. PG. 0®®0 �Q.-moo C E R e- C-SU - 19.01 om0 a � I n DAPIA APPROVAL' NOTES: d 1. PRE-fABiICAIED PIERS MAY BE USED AS AN ALTERNATE TO THE CONCRE ° SPECIFIED IN THE JAC08SEN HOMES 5L1'-UP MANUAL APPROVED BY 2 THE PRE -FABRICATED PIER PADS ARE TO BE DISTALIFD PER THE m � S'� : �r ` ', `� MANUfAC1URFR'S INSTAUA710N INSTRUCTIONS AND MEET THE MINIMUM e(� ^ ®o Dnec� 04,2009 PIER CAPACITIES SHOWN ABOVE. ®���°`• � ®P • II VC. 3 ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPEdFlm IN THE dACOBSEN ®®S ., � � • (%p ®® e s •-.°• i Q� ��6BBP8 FEDERAL NOxUFALTllPED NONE coxsrnucnoxAND saFErvSTANDARDS HOMES INSTALLATION PISTRUC110N5. WITH 10' OR gyp D p� eeo� 4. MAX PIER SPACING 8' FOR UNITS IN1H B" I- -BEAMS / 10' FOR UNITS BD 12' I -BEAMS. (24" MAX FR011 ENDS -USE 1/2 THE MAX PIER SPACING IF THE PIER SPACING IS LESS THAN 4B" O.C. JACOBSEN HOMES NOTICE: SPFaRCATIDNS ARD DRA►xNc,�s ARE DRAWN BY: M.T. DATE: 11-23-Q9 REV. LETTER: DRAWING nTLE: 17 X 22° PIER SPACING P� �r � MMUFAMRWO AM Coomem UXTERIALS — P.O. BOX 388 SAFETY HARBOR, FLORIDA 34695 q1C Slpi YA1F7aALS ARE .PROyIDfD TO THE RFDT�li Rld �WFIC PUD'D�S AND YJST 8E oTNDiS DRAWING NUMBER: SL)-01-0027 PHONE (813) 726-1738 I�TCONRDENiIAL AND �f FROM PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS Q1 (FOR SIDEWALL OPENINGS SEE NOTE O) LOAD SPANS SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' w A 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. 2500 156 sq. in. 197 sq. in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. MIN. PIER CAP. 2708lbs. 3428lbs. :414�8�lbs.4868lbs. 5588lbs. 6308lbs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' A 1000 409 sq. in. 519 sq. in. 628 sq. in. 737 sq. in. 847 sq. in. 956 sq. in. 1500 273 sq. in. 346 sq. in. 419 sq. in. 492 sq. in. 565 sq. in. 638 sq. in. 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in if7 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in MIN. PIER CAP. 2841 lbs. 3601 lbs. 4361 lbs. 5121 lbs. 5881 lbs. 6641 lbs. LOAD SPANS w SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' la 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. in. 889 sq. in. 1004 sq. in. 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. 593 sq. in. 670 sq. in. co 2000 214 sq. in. 272 sq. in. 329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. 2500 171 sq. in. 217 sq. in. 264 sq. in. 310 sq. in. 356 sq. in. 402 sq. in. MIN. PIER CAP. 2975lbs 3775lbs 4575lbs 5375lbs 6175lbs 6975lbs LOAD SPANS Q SOIL BEARING CAPACITY PSF 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' 1000 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 574 sq. in. 0 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in. 459 sq. in. MIN. PIER CAP. 33751bs 42951bs 52151bs 61351bs 70551bs 79751bs WINDZONE III `o F T r—(110 MPH) ALL EXPOSUR 20 PSF ROOF 10 PSF D.L. NOTES: REF. CALLS. I�SEE DETAIL 'B'. PAGE SU-01-0001 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL 1111111 OPENINGS WIDER THAN 49 INCHES ENCIN`!<�0Pf�OVALsI�� 4,�� DAPIA APPROVAPPROVALQ2 SEE NOTES: Q. 0 . AND (a) UNDER TABLE I, PACE SU-01-0040. ��� Rz .... q/•n QFOR ALL UNIT VAOTHS, USE 177 sPIER FOOTER UNDER SIDEWALL OPENINCS.THAT L- GQ �STER '!� i��' APPROVED BY ARE 49 INCHES TO 96 INCHES WIDE FOR OPENINGS THAT ARE 96 INCHES TO 144 40 � INCHES. USE 242 sq/•n PIER FOOTER UNDER SIDEWALL OPENINGS. Q NO. rS- (WIN. 1000 PSF SOIL BEARING REO'0) - 910334 ® FOR PROPER LOAD SPANS. SEE SU-03-0001. ('LOAD SPANS` ARE CLEARSPANS: PIER T ��� •: �` SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY TATE OP :•Qz I N �. IF CLEARSPAN OCCURS ON BOTH SIDES, ADD VALUES LISTED ABOVE FOR EACH CLEARSPAN) 'O � 4.4, Q IN [I CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR : �0 '• / D ' �� FEDERAL MANUFACTURED HOME SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. i�i�'� •.;v �� CONSTRUCTION AND SAFETY STANDARDS ' N1MAR 0 1 1999 NOTICE: TARAM DATE REV. LETTER: JACOBSEN HOMES THESE SPECIFICATIONS AND DRAVMGS ARE B.E.M. 2-6-99 011 ERI ORIGINAL• PROPRIETARY. AND CONFIDENTIAL DRAWING TITLE: PIER FOOTER SIZING CHART P.O. BOX 368 MATALS OF .NCOBSEN MANUFACTURING \� M SUCH MAMMALS ARE PROVIDED TO THE FOR MARR. WALL OPENINGS SAFETY HARBOR, FLORIDA 34695 RECRENT Fat SKCW PaNPM MO wsr BE DRAWING NUMBER. PHONE (727) 726-1138 RUT CMFW UL MD sE W FROM OTHERS SU-01-0030 21 Z d1 1 30 W-01 m O a I T!s 0 MOBILE HOME SET—UP/CLOSE—UP SITE INSTALLED EXTERIOR SIDING APPLICATION (FOR SLIP UNIT MULTIPLE WIDES) I �- MATING LINE OF UNITS --------- - I I SITE INSTALLED EXTERIOR SIDING I I SITE INSTALLED INSIC CORNER POST SITE INSTALLED EXTERIOR SIDING ❑❑❑❑ JACOBSEN HOMES ❑❑E❑ ❑„F] P.O. BOX 368 01:11:1 ❑ SAFEPHONER( 27) F726 113B4695 MATING LINE OF UNITS II NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. 29 DRAWN BY: DATE: S.A. 6-6-94 DRAWING TITLE: EXT.SID.APPL. FOR SLIP UNIT DRAWING NUMBER: SU-05-0031 LETTER: TABLE I PIER FOOTER SIZING AND PIER SPACING CHART (SEE NOTES BELOW) 12-WIDE WIDTH MAXIMUM PIER SPACING SOIL BEARING PSF CAPACITY REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 655 AND 8'-0" ON CENTER MAXIMUM 1500 437 (MINIMUM PIER CAPACITY 4548#) 2000 327 2500 262 4'-0" MAXIMUM FROM EACH END 1000 808 AND 10'-0" ON CENTER MAXIMUM 1500 538 (MINIMUM PIER CAPACITY 5608#) 2000 404 2500 323 13'-4"-WIDE WIDTH MAXIMUM O1 Q5 PIER SPACING SOIL BEARING PSF CAPACITY ) © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 716 AND 8'-0" ON CENTER MAXIMUM 1500 478 (MINIMUM PIER CAPACITY 5014#) 2000 358 2500 287 4'-0" MAXIMUM FROM EACH END 1000 884 AND 10'-0" ON CENTER MAXIMUM 1500 590 (MINIMUM PIER CAPACITY 6191#) 2000 442 2500 354 15'-4"-WIDE WIDTH MAXIMUM g5 PIER SPACING SOIL BEARING PSF CAPACITY © REQUIRED PIER FOOTER AREA, SQ. IN. 3'-0" MAXIMUM FROM EACH END 1000 807 AND 8'-0' ON CENTER MAXIMUM 1500 539 (MINIMUM PIER CAPACITY 5615j) 2000 404 2500 323 4'-0" MAXIMUM FROM EACH END _ 1000 1000 AND 10'-0" ON CENTER MAXIMUM 1500 666 (MINIMUM PIER CAPACITY 6941#) 2000 500 2500 400 NOTES: Q1 ON MULTIPLE SECTION HOUSES, CHECK EACH SECTION INDIVIDUALLY. Q2 UNDISTURBED SOIL OR 90% COMPACTION FOR FILL. 03 ALL FOOTERS TO BE BELOW FROST LINE. MORE THAN ONE PIER MAY BE USED TO ACHIEVE THE MINIMUM SQUARE INCHES REQUIRED. OS ALL UNIT WIDTHS TO INCLUDE 6" SIDE OVERHANG ONE SIDE OR ONE 3" OVERHANG ON EACH SIDE MAXIMUM. © CHECK WITH LOCAL JURISDICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR i SOIL TO DETERMINE THE VALUE. JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 GW'q-9s-,oll- 95-, 02 .F G�STER No. Fo 910334 ''. cToTE OF NOTICE- i'fii THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERALS ARE PROVIDED TO THE RECIPIENT FUR SPECFIC N POSES " KW BE KEPT CONROENM AND SECRET FROM OTHERS. 06 NUMBER M.T ALL ZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. APPROVED EY IN INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS MAR 0 1 ig9g DATE 2-8-99 REV. LETTEF R SPECS CHART A SU-01-0040 W- MOBILE HOME SET-UP DIM. 'A' DIM. 'B' 1 �COLUMN #2 # COLUMN #3 COLUMN COLUMN SUPPORT SPANS TO PROPERLY SIZE PIERS LOCATED AT RIDGE BEAM SUPPORT COLUMNS, SURVEY THE ARRANGEMENT OF THE ROOMS IN THE MOBILE HOME TO LOCATE THE OPENINGS ALONG THE MARRIAGE WALL OF THE HOME. MEASURE EACH OPENING IN THE MARRIAGE WALL PAYING ATTENTION PARTICULARLY TO OPENINGS GREATER THAN 4 FEET WIDE. IN THE EXAMPLE ABOVE TO DETERMINE THE SPAN FOR COLUMN #1 SIMPLY USE DIMENSION W. TO DETERMINE THE SPAN FOR COLUMN #2 ADD DIMENSION 'A' AND DIMENSION 'B' TOGETHER. THE SPAN FOR COLUMN #3 CAN BE DETERMINED THE SAME WAY AS COLUMN #1 SIMPLY USE DIMENSION V. ONCE THE COLUMN SPANS HAVE BEEN DETERMINED, FIND THE CORRESPONDING PIER FOOTING SIZE IN THE CHART (SU-01-0030). ❑❑❑❑ ❑❑■❑ ❑❑❑❑ JACOBSEN HOMES SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 • NOTICE: THESE SPECIFICATIONS AND DRAWNGS ARE ORIGINAL. PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 1 6-6-94 REV. LETTER: - DRAWING TITLE - COLUMN SUPPORT SPANS DRAWING NUMBER: SU-03-0001 MOBILE HOME SET-UP/CLOSE-UP SITE INSTALLED EXTERIOR SIDING APPLICATION SEE OTHER DETAILS (SU-05-0031 THRU 0034) FOR PLAN VIEW DETAILS IDENTIFING AREAS REQUIRING EXTERIOR SIDING TO BE SITE INSTALLED. SEE SU-05-0020 FOR LAP SIDING FASTENING, AND SOFFIT AND FACIA APPLICATION. ALL AREAS WHERE THE EXTERIOR SIDING MATERIALS EXTEND ACROSS THE MATING LINE BETWEEN MULTIPLE WIDE UNITS ARE REQUIRED TO BE FINISHED ON SITE TO PREVENT A CONTINUOUS SEAM IN THE EXTERIOR SIDING LOCATED AT THE MATING LINE(S) OF THE HOME. ALL TRIM AND EXTERIOR SIDING MATERIALS ARE PROVIDED IN THE HOME SET—UP KIT FOR COMPLETION OF ALL EXTERIOR SIDING APPLICATIONS FOR THE HOME. THE STARTER STRIP FOR THE LAP SIDING APPLICATION IS INSTALLED AT THE FACTORY TO ENSURE STRAIGHT ALIGNED APPLICATION OF THE SIDING. ALL TRIM MATERIALS NOT REQUIRING FASTENING TO MORE THAN ONE SECTION OF MULTIPLE SECTION HOMES IS ALSO FACTORY INSTALLED TO ENSURE PROPER CLEARANCES AND AN ASSURED MATCH TO THE REMAINDER OF THE HOME. ALL TRIM MATERIALS SECURED -TO MORE THAN ONE SECTION OF THE HOME ARE TO BE FASTENED TO THE WALL FRAMING MEMBERS WITH MIN. 7/16" X 5/8" X 16 GA. STAPLES OR 1' ROOFING NAILS 6° O.C. MAXIMUM. TAKE CARE IN LOCATING TRIM MATERIALS TO ENSURE PROPER ALIGNMENT WITH THE FACTORY INSTALLED MATERIALS. ALL FASTENERS USED MUST BE WEATHER RESISTANT TO INSURE DURIBILITY. ENCLOSED WITH THE EXTERIOR SIDING MATERIALS ARE THE MANUFACTURERS INSTALLATION INSTRUCTIONS DETAILING THE RECOMENDED INSTALLATION PROCEDURES AND SPECIFICATIONS FOR THE TYPE OF SIDING BEING USED ON THE HOME. CAREFULLY EXAMINE THE MANUFACTURERS INSTALLATION INSTRUCTIONS BEFORE ANY ATTEMPT TO COMPLETE THE REQUIRED INSTALLATION OF THE EXTERIOR SIDING MATERIALS. SHOULD FOR ANY REASON THE MANUFACTURERS INSTALLATION INSTRUCTIONS BE LOST OR MISSING, CONTACT JACOBSEN HOMES AT 901 4th Street North Safety Harbor, Florida 34695 OR CALL (813) 726-1138 FOR REQUESTING THE INSTALLATION INSTRUCTIONS. SKIRTING MUST BE ATTACHED IN A MANNER SO THE VINYL WILL SLIDE (EXPAND AND CONTRACT). WHEN 6 MIL PLASTIC UNDER HOMES, THE VENTILATION OF THE CRAWL SPACE CAN BE REDUCED TO 1 SQUARE FEET OF VENTILATION PER EVERY 1500 SQUARE FEET. ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS DRAWN BY: O.A. I DATE 06-06-94 REV. LETTER: ❑❑■❑ P.O. BOX ARE ORIGINAL, PROPRIETARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TITLE EXTERIOR SIDING APPLICATION /� ❑„❑ INC. SUCH MATERIAES ARE PROVIDED TO THE //�` ❑❑❑❑ FLORIDA SAFETY �) �ORID 1384695 KEPTOSPE m PIURPOSEsAL AND SECRET �v�BE S. DRAWING NUMBER: SU-05-0030 (09-30-08) 28 23 EXTERIOR FINISH CLOSE -UP - SOFFIT AND FASCIA APPLICATION DETAIL METAL DRIP EDGE SOFFIT MATERIAL FASCIA MATERIAL LAP RECEIVER (J CHANNEL) NOTES: 1. ALL MATERIALS REQUIRED FOR ON SITE COMPLETION OF THE LAP SIDING APPLICATION IS SHIPPED INSIDE THE HOME WITH THE SET—UP KIT. 2. FIRST LOCATE AND SECURE THE SOFFIT MATERIAL TO EACH SECTION OF THE HOME WITH EITHER STAPLES, NAILS, OR SHEET METAL SCREWS 6" O.C. 3. NEXT LOCATE AND SECURE THE FASCIA MATERIAL IN THE SAME MANNER AS LISTED ABOVE FOR THE SOFFIT. 4. THEN COMPLETE THE APPLICATION OF BOTH THE METAL DRIP EDGE AND THE LAP SIDING RECEIVER. 5. AFTER ALL PARTS HAVE BEEN JOINED AT THE MATING EDGES OF EACH SECTION OF THE HOME, BEGIN WITH THE LAP SIDING APPLICATION. START THE LAP SIDING APPLICATION AT THE BOTTOM OF THE HOME AS SHOWN IN THE LAP SIDING APPLICATION DETAIL BELOW. ALL TRIM AROUND OPENINGS (ie. WINDOWS AND DOORS) IS COMPLETED BEFORE THE HOME IS SHIPPED. LEAVE AMPLE ROOM AT ALL TRIM FOR THE LAP SIDING TO EXPAND AND CONTRACT WITH TEMPERATURE CHANGES. FOR ANY .ADDITIONAL INFORMATION REQUIRED SEE THE MANUFACTURERS INSTALLATION INSTRUCTIONS PLACED INSIDE THE SET—UP KIT SHIPPED WITH THE HOME. LAP SIDING FASTENING: 1. SECURE HORIZ. LAP SIDING W/ MIN. 7/16" X 1" X 16 GA. STAPLES 0. C. MAXIMUM THROUGH SHEATHING INTO STUD. SECURE ALL EXTE TRIM W/ MIN. 7/16" x 5/8" x 16 GA. STAPLES AT 6" 0. C. MAXIN 2. WITH METAL LAP STAPLE CROWNS MAY BE EITHER PARALLEL OR PERPENDICULAR TO NAILING FLANGE WITH BOTH LEGS OF STAPLE PENETRATING THE NAILING FLANGE. 3. WITH VINYL SIDING STAPLE .CROWNS TO BE PERPENDICULAR TO NAILING FLANGE WITH ONE LEG CENTERED IN SLOT AND OTHER LEG ON OUTSIDE OF NAILING FLANGE WITH APPROX. 1/32" SPACE BETWEEN STAPLE CROWN AND NAILING FLANGE. 4. ALL FASTENERS TO BE WEATHER RESISTANT. BOTTOM STARTER STRIP HOOK STARTEF. " STARTER STRIP LAP SIDING APPLICATION DETAIL ❑❑❑❑ JACOBSEN HOMES NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE DRAWN BY: S.A. DATE: 12-22-94 REV. LETTER: ❑❑■❑ ❑,.❑ ❑❑❑❑ P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF MATERIALS ARE MANUFACTURING INC. SUCH MATERIALS ARE MANUFACTURING TO THE RECIPIENT FOR SPECIFIC PURPOSES AND,►[ItT DE KEPT CONFIDENTIAL AND SECRET FROW OTHERS DRAWING TITLE: EXTERIOR FINISH CLOSE-UP DRAWING NUMBER: SU-05-0020 SET UP NOTES (CLOSE UP) YOUR HOME IS EQUIPPED WITH A FACTORY INSTALLED MATE LINE GASKET. THE MATE LINE GASKET MUST BE INSPECTED BEFORE BRINGING THE HOME SECTIONS TOGETHER -IF THE GASKET IS DAMAGED, IT MAY BE REPAIRED WITH A FABRIC TYPE TAPE, AND IF DISLODGED, IT MUST BE REATTACHED. THESE ARE (3) SUGGESTED (NOT REQUIRED) ITEMS TO HELP ELIMINATE AIR INFILTRATION. 1. FABRIC TYPE TAPE ADHERED TO BOTH SECTIONS BEFORE APPLYING ON -SITE FINISH MATERIALS. 2. THERMO-PLY STRIPS OR EQUIVALENT--(2" WIDE. MIN.) FASTENED TO BOTH SECTIONS WITH NAILS OR STAPLES BEFORE APPLYING EXTERIOR FINISH MATERIALS. (NOTE: THE ROOF IS MATERIAL AND APPLICATION SPECIFIC.) 3. SMALLER GAPS APPROX. 1/4" WIDE MAY BE SEALED WITH A BEAD OF LATEX CAULK. (NOTE: A FOAM SEALANT MAY BE USED IN LIEU OF A LATEX CAULK.) BEFORE SETTING MULTIPLE WIDE UNITS, THE CLOSE-UP PLASTIC SHIPPING MATERIAL MUST BE REMOVED FROM ALL EXTERIOR WALLS OF ALL SECTIONS. THE SHIPPING PLASTIC MAY BE LEFT IN PLACE ON ALL MATING OR MARRIAGE WALLS OF EACH SECTION, BUT THE PANEL STRIPPING MATERIAL SECURING THE CLOSE-UP SHIPPING PLASTIC MUST BE REMOVED TO ALLOW THE MULTIPLE WIDE SECTIONS TO BE BROUGHT TOGETHER WITH MINIMUM GAPPING BETWEEN THE SECTIONS. THE SHIPPING PLASTIC IS TO BE REMOVING SHIPPING STRIPS), AFTER THE SECTIONS ARE SET TOGETHER THE CLOSE-UP PLASTIC, IF LEFT ON THE MARRIAGE WALLS, IS TO BE CUT-OUT AT ALL OPENINGS TO THE OTHER SECTIONS. WHEN THE HOME'S RETURN AIR GRILLE IS LOCATED IN THE MARRIAGE WALL, THE FRAMING IS TO BE SEALED WITH LATEX CAULK OR FOAM SEALANT. AFTER REMOVAL OF THE GALVANIZED WIND DEFLECTOR(S) LOCATED ON THE ROOF AT THE HITCH END OF EACH SECTION OF THE HOME, SEAL ALL FASTENER PENETRATIONS OF THE ROOF SHINGLES WITH A ROOFING CEMENT OR OTHER SUITABLE MATERIAL THE GALVANIZED WIND DEFLECTOR IS TO BE USED FOR THE ROOF CLOSE-UP, SEE AD-FA-0025 (AD-FA-0026 FOR TRIPLE WIDES). NOTE: BEFORE INSTALLING A CEILING FAN, INSTALL A 4 CU. IN. MINIMUM BOX EXTENSION. (CHECK FACTORY INSTALLED CEILING BOX FOR LABELING INDICATING SUITABLE FOR DIRECT ATTACHMENT OF CEILING FAN FIXTURE -IF NOT LABELED AS BEING SUITABLE, .YOU MUST INSTALL A HOOK TYPE' CEILING FAN -INSTALL HOOK THROUGH BOX INTO LUMBER BACKER BEHIND FAN BOX.) THE SAFETY CHAIN FOR ALL EXTERIOR OUTSWING DOORS SHALL BE INCLUDED IN THE SET-UP KIT. THE SAFETY CHAIN SHALL BE INSTALLED WHEN THE HOME IS SET-UP. INSTALL THE SAFETY CHAIN PER THE MANUFACTURERS SPECIFICATIONS INCLUDED WITH THE SAFETY CHAIN HARDWARE. FASTEN ALL EXTERIOR SIDING TRIM WITH 7/16" X 1" x 16 GA. STAPLES (OR EQUIVALENT) 6" O.C. MAXIMUM THROUGH SHEATHING INTO WALL OR FLOOR FRAMING. (UNDER HOME VENTILATION) WHEN ENCLOSING THE SPACE FROM THE BOTTOM OF YOUR HOME TO THE GROUND (SKIRTING, FOUNDATION WALLS, OR OTHER METHODS) THE AMOUNT OF VENTILATION REQUIRED IS TO BE DONE TO THE LOCAL CODES AND INSPECTED BY THE AUTHORITIES HAVING JURIDICTION. NOTICE: DRAWN BY: DATE REV. LETTER: JAC 0 BS EN HOMES 1N6E sPECFlCAnoNS.AFO DRAIMNGS ARE M.T. 12-22-94 MGKq. PROPRETARY, AND CONBDENRAL MATERIALS OF JACOBSEN MANUFACTURING DRAWING TIRE- SET UP NOTES � . P.O. BOX 368 ILG SUCH MATERIALS ARE PROVIDED TO TEE SAFETY HARBOR, FLORIDA 34695 IECPE IT FOR SPEDIFIC PLIFIXES AND Must EE DRAWING NUMBER: 02-12-M PHONE (727) 726-1138 - KEPPT carFUExnAL AND SECRET FROM OHM SU-05-0001 24 27 EXTERIOR ROOFING CLOSE-UP +Iqn r ^IIII� +qq, RIDGE SHINGLES OR TABS CUT FROM THREE -TAB SHINGLES FURNISHED IN THE SET-UP MATERIALS APPLIED'OVER COMPLETED SHINGLE ROOFING ' I (INSTALL RIDGE SHINLGES PER MANUFACTUERS INSTALLATION INSTRUCTIONS.) �I I I I I I I mw• I � nlllm +IIIry Il,ry. g11V -0IIn' I I ,Ills. \ �I -COMPLETE SHINGLE ROOF BY ADDING FINISHING COURSE(S) TO SHINGLES INSTALLED IN THE FACTORY. ALLOW TOP END OF TOP ROW OF SHINGLES TO EXTEND ACROSS RIDGE ONTO OPPOSING SECTION OF MULTIPLE WIDES. (SEE SU-05-0011 FOR SHINGLE FASTENING REQUIREMENTS.) — COMPLETE SHINGLE ROOFING BY INSERTING FINISHING COURSE(S) OF SHINGLES TO EXISTING SHINGLES INSTALLED AT THE FACTORY. LIFT THE UPPER ROW OF SHINGLES AT THE TABS TO INSERT FINAL COURSE OF SHINGLES AND FOLLOW THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS FOR FASTENING. (THIS APPLICATION FOR TRIPPLE WIDES ONLY) NOTES: 1. RIDGE SHINGLES ARE FACTORY APPLIED ON TRIPPLE WIDE HOMES, AND MUST BE APPLIED DURING SET-UP FOR DOUBLE WIDE HOMES. ❑❑❑❑ ❑■❑ .❑ ❑❑❑ J JACOBSEN HOMES P.O. BOX 358 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 , NOTICE: THESE SPECIFICATIONS AND DRAWINGS ARE ORIGINAL, PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE RECIPIENT FOR SPECIFIC PURPOSES AND MUST BE KEPT CONFIDENTIAL AND SECRET FROM OTHERS. DRAWN BY: S.A. DATE: 6-6-94 REV. LETTER: DRAWING TITLE: EXTERIOR ROOFING CLOSE-UP DRAWING NUMBER: SU-05-0010 SHINGLE INSTALLATION nnnr 11 Ir A Tl nr. in /Tvn zF�.r'asci ia�,rda vvavgris II � � aa�.ao. zr�.�� . II i� o aao.�.ycs � �s. 1p ro Lo to SEE PAGE RC-19-0002 FASTENING DETAIL NOTES: 1. SHINGLES FASTENED W/ MIN. 1" X 3/4" X 16 GA. STAPLES AS SHOWN IN THE SHINGLE FASTENING DETAIL. IF A STAPLE IS OVER —DRIVEN, PROPERLY INSTALL ANOTHER STAPLE RIGHT OR LEFT OF OVER —DRIVEN STAPLE AND SEAL OVER —DRIVEN STAPLE WITH ROOFING CEMENT. 2. WHEN METAL DRIP EDGE IS INSTALLED, IT IS NOT NECESSARY FOR SHINGLES TO OVERHANG THE RAKE (FRONT & REAR) EDGE OF THE ROOF. 3. SHINGLE UNDERLAYMENT FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES MIN. (TACKED DOWN UNTIL SHINGLES ARE APPLIED). 4. METAL DRIP EDGE FASTENED TO DECKING W/ MIN. 3/8" X 3/4" X 18 GA. STAPLES 12" O.C. MAXIMUM. 5. SHINGLE ROOF COVERINGS WHICH ARE SECURED W/ 6 FASTENERS PER SHINGLE THROUGH AN UNDERLAYMENT WHICH IS CEMENTED DOWN TO 3/8" STRUCTURAL RATED ROOF SHEATHING NEED NOT BE EVALUATED FOR DESIGN WIND PRESSURES. NOTE: SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED WITHIN THIS MANUAL. EJACOBSEN HOMES P.O.ABOTY3HARBOR, FLA534695T. m PHONE (813) 726-1138 SHINGLE INSTALLATION © 6-6-94 REVISIONS: DATE: 12-21-94 SU-05-0011 25 26 1:10FIF 00EF-1 JACOBSEN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA 34695 (727) 726-113 8 SET-UP MANUAL ADDENDUM JA;OBSEN HOMES 600 PACKARD COURT SAFETY HARBOR, FLORIDA (727) 726-1138 NOTICE `� lbese specifications and drawings are original, proprietary, and confidential materials of Jacobsen Manufacturing, Inc. Such materials are provided to the recipient for specific purposes and must be kept confidential and secret from others. REV-01 /10 ALL HOMES'SET IN FLORIDA MUST COMPLY WITH DMV RULE 15C EFFECTIVE MARCH 29,1999 For information on 15C- contact the Department of Motor Vehicles 850-413-7600 80 1 NOTES: ADDENDUM EXTERIOR HEATING/COOLING DUCT DUE TO THE NEW THERMAL REQUIREMENTS INSTITUTED BY HUD, THE INSULATION VALUES OF THE MANUFACTURED HOME HAVE INCREASED. IT IS NOW NECESSARY FOR ALL EXTERIOR DUCTS INSTALLED ON JACOBSEN HOMES HAVE A MINIMUM R-VALUE OF B. ALL HEATING AND/OR COOLING SUPPLY AND RETURN DUCTS EXPOSED DIRECTLY TO THE OUTSIDE AIR, SUCH AS UNDER CHASSIS CROSSOVER DUCTS OR DUCTS CONNECTING EXTERNAL HEATING, COOLING OR COMBINATION HEATING/COOLING APPLIANCES SHALL BE INSULATED WITH MATERIAL HAVING A MINIMUM THERMAL RESITANCE OF R=8.0, WITH A CONTINUOUS VAPOR BARRIER HAVING A PERM RATING OF NOT MORE THAN 1 PERM. WHERE EXPOSED UNDERNEATH THE MANUFACTURED HOME, THE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND, /DUCT SUPPLY OR RETURN OGLING SSOVER USE MINIMAL AMOUNT OF DUCT. LIMIT DUCT USAGE TO REDUCE THE AMOUT OF BTU/HDUR LOSS. DO NOT OVER BEND OR CRIMP FLEX DUCT, THIS WILL RESTRICT THE AMOUNT OF AIR FLOW THROUGH THE DUCT. USE STRAPPING OR OTHER MEANS OF SUPPORT TO PREVENT THE DUCT FROM COMING IN CONTACT WITH THE GROUND. PLACE STRAPS AS NEEDED TO SUPPORT DUCT (DO NOT RESTICT AIR FLOW BY OVER TIGHTENING SUPPORT STRAPS). ALSO SEE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DUCT INSTALLATION AND SUPPORT. BY I .Jl)N 1 5 W INC JACOBSEN HOMES NOTICE DRAWN BY: DATE REV. THESE 9'EOFICATKINS AND DRAWINGS ARE C.L.Y. 5-30-95 CROWN. PROPKIMT. AND CCNFTOENTm DRAWING TITLE: P.O. Box 368 MATERIALS OF JACOBSEN MANUFACIURINC EXTERIOR A/C DUCT INC. SUET YATERULS ARE PROVIDED TO THE SAFETY HARBOR. FLORIDA 34695 RECIPIENT rCR SPECM PURPOSES AIO wsl BE DRAWING NUMBER - PHONE (813) 726-113N1 IVT CO![ENTM AND SECRET 11101 OTNEIM AD-AC-0001 a. ALT. ROOF ASSEMBLY FOR MULTI-WIDES CENTERLINE CWCTIOH FOR QUAD UNITS IS THE SAME AS FOR THE MAIN UNIT (REFER TO SET—UP DE AIILS� NOTES: 1. 30 GA. CALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). STEEL STRIP MAY BE CONTIMNOUS OR PIECED. 2. SHINGLES IN THE DORMER AREA OF THE MAIN UNIT MAY BE SHIPPED LODSE AND INSTALLED ON SITE AFTER THE UNITS HAVE BEEN ATTACHED TO PREVENT ANY TRANSIT DAMAGE AND TO ENSURE THE SHINGLES LINE—UP FROM ONE SECTION TO THE NEXT. 30 GA. GALV. STEEL STRIP INSTALLED OVER MATING LINE JOINT (SEE PLAN NEW BELOW) ROOF PERGIETER RAIL OR RIDGE BEAM CROSS—SECTION 30 GA. GALY. STEEL STRIP W X LENGTH OF ROOF ISECT10N5 MAY BE OVERLAPPED 2 MIN.) W/STAPLES As SHOWN. INSTALL ROOF CAP PER SET— UP MAN. OVER GALV. STRIP. (SEE NOTE 1) 30 GA. GALV. STEEL STRIP SECURED NTH 7/16' X 16 GA. STAPLES FULL PENETRATION INTO DECKING 2 " O.C. MAIL SPACING (TV.) �„nluw, .0 O DoFO% �O��GISTE .F Q No. ENE870357 %,,YlbN e i 3/9 ' X 5' LAG SCREWS 18401. (ZONES 2 k 3) STAGGERED DAPIA P , •._ID8Y4- JUN 1 5 °1.,95 INC, FFNOTICE "$Ill IDME7 w. DATE: REV. LER: E9 JACOBSEN HOMES THESE SPICATIONS AND DRAVOCS ARE C.L.Y. 5-16-95 TTE ■ EOFOaONAL. PRO KYARY, AND CONnXXTK DRAWING TITLE: P.O. BOX 368 w- MATERIALS TER xs w OF JACOBSEN cooly ToTD�THE ALT. ROOF ASSEMBLY SAFETY HARBOR, FLORIDA 34695 WOPENT FOR 90M RWISES AID MW BE DRAWING NUMBER: pUADADD2 PHONE (813) 726-1136 KEPI OELO,TUR AND SEM FROM OMM 79 ADDENDUM FOR INTERSECTING UNITS to bL MAIN UNIT /DORMER i \ MAX" PIER HEIGHT FOR VAPoOUS ZONES (REFER ALSO TO SDEWALL TIE -DOWNS MAXIUUM HEKIGT} ZM-Z ZONE EXPOSURE 'C' 90' 56' EXPOSURE V 39' 46' LONGITUDINAL TIES ONLY REQUIRED 0 EA HALF OUTSIDE BEAM THIS END, EXCEPT FOR ZONE 3 EXP. V DO 2 REQUIRED EA HALF (IE O-'E EA. BEAM, ETC...) VERTICAL AND DIAGONAL TIES INSTALLED ALONG THE 5DEWALLS SAME AS THE MARL UNIT. VERTICAL TIES AT CENTER LINE REOLIXD ONLY AT COLUMN SUPPORTS PER DOUBLE WIDE CONNECTION REQUIREMENTS. 24' MAXIMUM SPACING TO FIRST SDWALL TIE FROM EACH END OF THE UNIT (SAME AS TYP. DOUBLE WIDE 11E—DOWN REQUIREMENTS). 2 LONGITUDINAL TIES REWIRED AT EACH HALF THIS END ONLY. CONNECT THE TRIPLE WIDE OR QUAD. WIDE SECTIONS) TO THE DORMER AND MAIN UNIT PER DOUBLE WIDE MARRIAGE LINE DETAILS AS OUTLINED IN THE SET-UP MANUAL (EXCEPTION: NAILING ONLY IS REQUIRED AT FLOOR CONNECTION, NO STRAPS ARE REQUIRED TO BE INSTALLED ACROSS THE FLOOR CONNECTION AT THIS AREA.) ON TES: 1. FOR WAD SECTIONS. EACH VOUBLE SECTION' OF THE UNIT SHALL BE DESIGNED INDEPENDENT OF THE OTHER STRUCTURE (IE. SHEARWALLS, TIE -DOWNS, RIDGE - BEAMS, COLUMN SUPPORTS, ETC... ARE CALCULATED FOR EACH MULTI -SECTION.) JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 GNSE.9**-. No. O &NW0357xl nrAL 111,, NOTICE: DRAWN BY_ THESE SPECIFICATIONS AND DRAMNGS ARE MONAL PROPRIETARY. AND CCWICENTIAL MATERIALS OF JACOBSEN MAAUFACI"G INC. 9" MAWMS ARE PROMOED TO THE RECPtNr rOR SPECr1C FU POSES AND MAT BE IOPT CONFDENiUL AND SECRET FROM OTIM C.L.Y. DAPIA APPROVAL APPROVED BYE,,.. NTA.1lJN 1 5 t9�5 INC RUPA uhn fAC,Utm NM c�mR,nla ADO sArrn swovDo DATE: 5-16-95 1 " ADDENDUM -INT. UNITS L QUADADDI ADDENDUM WHOLE HOUSE VENTILATION SYSTEM YOUR HOME HAS BEEN EQUIPPED WITH A 'WHOLE HOUSE' VENTILATION SYSTEM. THIS SYSTEM HAS BEEN DESIGNED TO MEET ALL THE REQUIREMENTS SET FORTH BY THE UNITED.STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. THE WHOLE HOUSE VENTILATION SYSTEM IS REQUIRED (BY HUD) _TO EXCHANGE AIR DIRECTLY WITH THE EXTERIOR OF THE HOME. THE PURPOSE OF THIS SYSTEM IS TO GIVE THE HOME OWNER THE ABILITY TO INTRODUCE FRESH OUTSIDE AIR INTO THE INTERIOR OF THE MANUFACTURED HOME, INSTEAD OF SIMPLY RE- CIRCULATING THE SAME OLD, STALE AIR THROUGHOUT THE HOME, THUS IMPROVING THE INDOOR AIR QUALITY. THE SYSTEM INSTALLED IN YOUR HOME HAS BEEN DESIGNED TO GIVE YOU COMPLETE CONTROL OF WHEN AND HOW THIS SYSTEM IS USED. YOUR HOME IS EQUIPPED WITH A FAN THAT WILL EXHAUST STALE INDOOR AIR (TO THE EXTERIOR OF THE HOME). THIS FAN IS SWITCH CONTROLLED AND MAY BE MANUALLY OPERATED. TO DIC-CCNTI"dUE USE OF THIS SYSTEM, SIMPLY 'TURN OFF' THE SWITCH THAT CONTROLS THE FAN. NOTICE TO HOMEOWNER Whole house ventilation switch You will be able to locate the switch that controls this fan by locating the switch that is labeled -WHOLE HOUSE VENTILATION. (See AD-AC-0100) N0T1CL JACOBSEN HOMES TNFSE sPEorlCAnoes AND DRAWNGS ARE OR1=AL. PROPRIETARY, AND COMIOEIITLIL I BE m P.O. BOX 368 MATERIALS Of JACOBSEN MANUFACNRWG SAFETY HARBOR, FLORIDA 34695 W_ SIXH MAIEPMALS ARE PROV.DED 10 THE PHONE (813) 726-1138 REGIMENT %q APO SEA IRO+ AND 0 STHM DAPIA APPROVAL APPROVED BY "r �. Of0 oor 141NrC`. �> BY: DATE: REV. LETTE C.L.Y. 9—za-95 ' TInI: W.H. VENT. SYS. B NUMBER AD-AC-0100 78 3 ADDENDUM MULTI -WIDE UNIT FLOOR FASTENING 0.1310) , - NAILS OR 7/16' X 16 GA. STAPLES PER TABLE: 0.016" X 1 1/2' MIN. STEEL STRAP ® 48' O.C. MAX. SPACING WITH FASTENING INTO JOIST EACH SIDE OF CENTER LINE PER TABLE BELOW. NDS01 (ALL ZONES) (ALL DPMRES) P9 nnn W%1^T FOR GAPS IN FLOOR SYSTWS TO 1/Y,INCREASE LAG LENGTH 1' AND FOR GAPS TO 3/4% INCREASE LAG LENGTH 1 1/2'. STALLED SEE CHART FOR MAXIMUM SPACING, STAGGERED FROM SIDE TO SIDE AT AN APPROX. 45' ANGLE FROM VERTICAL. SEE. DETAIL BELOW IF GAP EXISTS BETWEEN FLOORS. 1 4- TO 3 4' GAP WOOD SHN AT ALL LAG LOCATIONS FOR LAG SCREiIY TO GO THROUGH AND TO KEEP CONNECTION TIGHT. (SEE NOTE 2) we MHE DpoM 3/e X 3 1/r LAG SCREW MAXIMAL SPAM 30 GA. STRAP FASM0 W/ 7/1e' X 1e CA. SIMILES WAXUUM SPAM NO ZONE EXPOSURE Wl4M1W Ni1BM Cr FASTEiOtS REQUIRED 0.131' X 1 1/f IWLS 7/1r X 1e 61L STAPLES 'C Ir O.C. 2 1/4' O.C. 3 S 2 2 b' 1r QC. 1 71e OC. b' 4 7 1e' 06C. r O.c 'C 4 7 3 3 b' 1i' at 1 1/r O:C. b' 5 e NOTEy.�. EHQEER APPROVAL OW APPROVAL: APPROVED BY 1. 1' MRPENWATXXI 5 REQUIRED ON STAPLES FOR UK MOIC STRAP. L MOD Si US TO 8E RKD FROM SPF (3 UK OR BETTER. (3' X 4' X GAP 1 117H 10R S� OS1 OR PLYWOOD WAY BE USED IF R#OO= EQUALS GAP VOTH-4' X 4' WIN. 92Ej Revised may 24 , 200 6 N rl INC. S- 13 •0Z jGilfl C. LIOEECI@Tl, P ti'. .�. 1Oa• YAX+KR1 SDEIUL HE1dLT 4. SEE OTHER DEiA4S FOR SEMW FLOORS FOR AIR REL111AML ^ TKl En :. r'fl(j, :�.. FEDERAL MANUFACTURED NOME consT>tucnON ANo SAFETY STANDARDS M F JACOBSEN HOMES N01I 1R+Esr srtaTTrr►we NOaRRAFsrs runt OM BY: M.T. DATE OS-22-06 REV. LETTER ORGRU. P�URT. NO COi1C mAL MATUMALS OF 4AmAM MM"ACASM DRAWING TIRL. M/W FLOOR FASTENING /-� r P.O. BOX 368 !RC lit MUDSXH MAIMUD1D W 1V. SAFELY HARBOR. FLORIDA 34895 RFow PDI ?Bi1C RlOIES NO MW IK DRAMNG NUMBER PHONE (513) 726-1138 Im OormruL NO =0 RM 0*M AD-FA-0001 ZONE 1 INSTALLATIONS 1. FOR HOMES LOCATED IN ZONE I, FOLLOW THE MANUFACTURER'S ZONE 2 INSTALLATION INSTRUCTIONS FOR THE INSTALLATION OF LONGITUDINAL ANCHORS. 2. FOR HOMES LOCATED IN ZONE I ONLY, FOLLOW THE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR THE INSTALLATION OF SHINGLES AND/OR LAP SIDING. FOR ALL OTHER WIND ZONES REFER TO DETAILS IN THE SET—UP MANUAL AND/OR THIS ADDENDUM. DAMA APPROVAL: AP ROVED BY FE13 0 1 2000 INC. FED L MANUFACTURED HOME iroNSi ANDSAF£TYSWIDAROS . X071cm L^.". P.. M.T. 2-1-00 - mm ANo ORATANCS ARc JACOBSEN HOME1NEse uwnu CRKMAL. PROPKTART. NA CQfMNDAL DRAPANG n7LE: R /` w MAURCiCUTALS CF JACCGUV MMWFACTURIWC ZONE 1 INST. j-1 P.O. BOX 368 . PM MAIETIALS ARE PWAX0 TO WE SAFETY HARBOR. FLORIDA 34695 rvw im gum RNAm Am Aw It ORAIIWG NUMBER; PHONE (727) 726-1138 KPi to rmona AM wml TRDu amn - AD— ZI —0100 4 77 ZONE I TIE —DOWN PLACEMENT TYPICAL I -BEAM TIE -DOWN MAIN FRAME I -BEAM NOTE i1�— MAIN FRAME I -BEAM AONGI %ANG CENTER -GINIEND SPACING SPACING SPACING SPACINGSPACING I A�C9tCl DOUBLE WIDE TIE —DOWN PLACEMENT END CENTER CENTER CENTER CENTER CENTER END ^�•• TYPICAL I -BEAM TIE -DOWN I Jrnui.V YAUIYI. WAUNU WALING 1 MAIN FRAME I -BEAM SEE NOTE /I� `SEE NOTE /1�— MAIN FRAME I -BEAM MAIN FRAME I -BEAM END SPACING CENTER SPACING CENTER SPACING END SPACING TRIPLE WIDE TIE -DOWN PLACEMENT • ce NOTES: ENONEER, l"% DDF���. DAPIA APPROVAL• T' SEE DETAIL 'B' PACE 4 FOR BLOCKING AND ANCHORING OF �,,,��� ��iTFIQ.giC:C'L•��. APPROVED 8Y MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. G :• r No.004548f .,loor low• STATE OF * I I V ID�:• • Ali �% fiawarwlr►snwm ,`fj ,� GOuiRRiElI NO SAfET757MOM� Pn JACOBSEN HOMES THESE SPEOnCAiIO6 uw DRAWINGS ARE! �} RR °A 10-31-95 REV.<ErraA m OR GINAI• PROPRIETARY. AND CONFIDDITLIL DRAWING MUP.O. BOX 368 MATERIALSSUCHOF JACOBSEN MANUFACTURINGTIE—DOWN PLACEMENT M SUCH YATERWS ARE PROM M TO THE SAFETY HARBOR, FLORIDA 34695 RELENT FOR SPEli1C AMOSS AND WST BE DRAWING NUUBER PHONE (813) 726-1138 IVT CWMTK AM SECRET FROM OTHERS AD—ZI —0020 ADDENDUM r - MULTI -WIDE UNIT WALL FASTENING ENDWALL NDS01 NTES- 1. FASTENING REQUIRED ONLY AT MARRIAGE LINE OF EXTERIOR WALLS. .131' X 3 1/2' MIN. NAILS 8' O.C. MAX. SPACING, STAGGERED FROM SIDE TO SIDE (TOE —NAILED). MARRIAGE LINE alumm Arm wA1: UNM ArrWMM: APPROVED BY Revised S 2� Gb Hay 24,2006 Jahn C. Weden, Pl. INC. 1<2 EnotF}r9@TTTl9, In Q. FEDEfIAL rlulufALTOREO MOPE coMsiRDOTNSI awo safEtr sTwDu�Ds JACOBSEN HOMES IM sVIZICA o AM DNAi� Arc DRAW Br. M.T. DI 0� 22-06 REv �EnE P.O. Box 3" afoulEE. PWM% NO CW99rM "A1UM °F A"°D"�" UNWi IIIA 0 INC so Y4=U ARE mom ID m DRAWING VyLL- M/W WALL FASTEMNG B SAFETY HARBOR, FLORIDA 34695 1 FU r= M0 NO K DRAW NWfiflt PHONE (613) 72s —I1a8 E� �r m.m" sur I= emm AD—FA-0010 76 5 ADDENDUM MULTI —WIDE ROOF FASTENING 30 -GA. GALV. STEEL STRIP —� SECURED WITH 7/16' X 16 GA. STAPLES FULL PENETRATION INTO DECKING (SEE CHART ON AD-FA-0001 MAX. SPACING). -LAG SCREW SET BACKS FOR TRIPLE WDES FOR DOUBLE WrOES� TRIPLE WOE ROOF LINE INSTALL LAG SCREWS I AT A 45' ANGLE STAGGERED ROOF PERIMETER RAIL -A' OR RIDGE BEAM (FOR RIDGE BEAMS SEE NOTE /4) CROSS—SECTION CENTER LINE OR MATING ! LINE OF TRIPLE WOE UNITS —.30 GA. GALV. STEEL STRIP T X LENGTH OF ROOF (SECTIONS MAY BE OVERLAPPED 2' MIN.) W/STAPLFS AS SHOWN. INSTIL. ROOF CAP PER SET- UP MAN. OVER GAL STRIP. (30 GA. GALV. STRIPS USED MAY BE VWND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION, EXCEPT FOR STAPLE HOLES.) PLAN MEW - 3/B' X 5' LAG SCREWS .d_AG SCREW S£f BACKS (2 1/4' SMOOTH SHANK) FOR DOUBLE WIDES SEE CHART ON AD-FA-0001 .� FOR TRIPLE WOES FOR MAXIMUM SPACING 214 234 1 C TO 3 4' GAP J� FOR GAPS IN ROOF SYSTEMS -J INSTALL WOOD SHIM AT ALL LAG TO 1/2% INCREASE LAG LENGTH 1' LOCATIONS FOR LAG SCREW TO GO ILO FOR GAPS TO 3/4',INCREASE THROUGH AND TO KEEP CONNECTION TIGHT (SEE NOTE 2) NDS01 LAG LENGTH 1 1/2 . REF CALC. PG. ((ALL ) CROSS—SECTION (W//GAP) C WA- 91.01- 91.07 ALL EXPOSURES) L 2 1/e WL MIEM110M NTO FEOUVW MGM IS REQlAo FOR LAC SaM& 2 HOOD SHIMS TO BE tePPED FRCP SPF P MN. OR BETTER . r X C X GAP MOTH WL sap 09 OR PLYMOOD MAY BE USED F MIXIESS EGUMS WP V0114 X S' MIX S ZO 3 SEE OM DETALS RiI 001FLE1WG ROOF KTEKCWL 4. *EX NSTALLNG A uG MWW NM A RM BEAM, FRS?-DRIL'A 3/rr IIFARA a HOLE THROUGH TFE FIRST RDW BEAM, SECIM-M A 1/4' HU ItMCH If RECID" MM KAM FM THE THREADED PORTION OF LAC 9Qi1I THESE DIMS. APE FCR 3/C LAG WR M9 *M. S IDS' YAIOWY SIOEW T MGff. 01121 FH AFL°ROiIAL: rr:, Jahn C. n. RL K2 Enghverilla, Inc JACOBSEN HOMES Nou�E TFig WfaRMWO NO WAMS ATE CROW. PROPIETARY. NO Daflorm P.O. BOX 3SS YAmms or AAOOSSd muLa l mC ,I ETY SAFHARBOR, FLORIDA 3"95 Ai9ml Fa s�Fe nwm no E TEFLUS ARE MOW m NE NE PHONE (813) 726-1135 Wr OMMM-1 No SMWr FINE 0710Es f71i" APPROVED BY Revised May 24,2006 INC. - - FEDEFIAL MANUFACTURED NDME CONSTRUCTION AND SAFETY STANDARDS M.T. 05-22-06 L M/W ROOF FASTENING C AD-FA-0020 PAGF_ z 6 75 ZONE I TIE —DOWNS MARRIAGE WALL I OPENING TIE -DOWN I (REQUIRED AT OPENINGS ONLY. OPTIONAL AT SEE DETAIL - 'A' OTHER LOCATIONS.) FRAME TIE -DOWN --� SEE DETAIL - '8' SINGLE WIDE TIE —DOWN NOTE` C SECTION MARRIAGE WALL - SIMILAR TO I OPENING TIE -DOWN SINGLE WIDE AT OPIN, (RONLY.EOP71ONAL�AT FRAME TIE -DOWN I OTHER LOCATIONS.) PULL DOWN TIGHT TO -- GROUND ANCHOR DETAIL 'A' DOUBLE WIDE TIE —DOWN I NOTE: A k B SECTIONS SIMILAR TO DOUBLE IWIDE TIE -DOWN TRIPLE WIDE TIE —DOWN BUCKLE WITH 2O251 IY MINIMUM SEE DETAIL - 'A' j SEE DETAIL - '8' 71E-DOWN STRAP SINGLE HEADED GROUND. ANCHOR (WHEN MARRIAGE WALL TIES AND FRAME TIES ARE LOCATED AND SECURED TO THE SAME GROUND' ANCHOR, A DOUBLE HEADED GROUND ANCHOR MUST BE USED) ALL GROUND ANCHORS MUST BE LISTED TO CARRY THE LOADING IMPOSED BY THE TIE -DOWN STRAPPING (31so LBS. MAXIMUM FOR EACH TIE -DOWN STRAP CONNECTED). DETAIL V TYPICAL TIE -DOWN STRAP (1 1/4' X .035' MINIMUM ZINK COATED STEEL STRAP, OR EOUAL WITH 31so* CAPACITY MINIMUM) K 477,S r ULTIMATE Loan G4Tj4CITy 19 NOTES: ENGINWA F 4 1. SEE DETAIL 'B' PAGE a ROR MARRIAGE WAILFIC,q? OPENINGS GREATER THAN 49 INCHES. & UP To Ilr-6" TIeia T 354aa 2, SEE TIE -DOWN SPACING CHART ON PAGE 2 EDR ANCHOR AND DE -DOWN PLACEMENT. 3. SEE DETAIL 'A' PAGE FOR TYPICAL I -BEAM '' = STATE OF PIER CONSTRUCTION. -�i�F �'• ;�C O R10P' APPROVED BY t® DEt 2 MOSnFOT'i'6WOV� is JACOBSEN HOMES THESE 5PEanc mNs uro ORAwxs Amo�xvN BY. RR DATE- 10-31-95 REV. ■ OfC0NAL. PROPMETARY. AND COw1DEMUL DRAM1NG TITLE - ME] OF JACOBSEN YANUFACINC „ P.O. BOX 368 W- wa yA�S NSF PRMW TO THE ZONE ITIE-DOWNS SAFETY HARBOR, FLORIDA 34695 RECPDIT FOR SPECFX P.iiPOSES AND MUST BE DRAWING NUMBER PHONE (813) 726-1138 IVT Wl6WRAL NO SEav Enou ordm AD-Zl -0001 METAL ROOF RIDGE CAP DOUBLE WIDE UNITS ONLY PLAN VIEW 29 GA MIN. GALV. STEEL RIDGE CAP COVERING LENGTH OF ROOF (MIN. Y OVERLAP AT SEAM) SECURED WITH III X 7/16- HEAD X i FULLY THREADED SCREW AT EVERY RIB (AND ON BOTH SIDES OF RIB WITHIN END ZONE) r- SEALER STRIP BETWEEN RIBS OR CLOSURE STRIP RUNNING ENTIRE LENGTH OF ROOF 3 3 CENTER OR MATING LINE s X 7/16' HEAD X f j FULLY THREADED SCREW (NO MORE THAN if O.C.) • I I I o •I C> a 1 ~ 1 � 1 B m m 1 � 1 a 1 c� 1 I METAL ROOF PANELS STOP APP. 3" FROM CENTER UNE Ref: EX-13-0051 and 30 GA. GALV. STEEL STRIP AD-FA-0020 5SECURERED WITH 7/1OF �6' X 1166 M STAB) NDS01 FULL PENETRAMON INTO DECKING (ALL ZONES) (SEE CHART ON AD-FA-0ODI MAX. SPACING) (ALL EXPOSURES) -- - NOTM - - 810M APPROVAL• 1. SEE OTHER DETAILS FOR CONNECTIONS BETWEEN SECTIONS 2. STANDARD 7/16. O.S.B. (24/16 INDEX) ROOF SHEATHING. , 3. METAL PANELS ARE 29 GA MIN. STEEL WITH 9. O.C. RIBS. V 4. SCREWS HAVE A NEOPRENE WASHER FOR WEATHER PROOFING AND D'..,'Di TO HELP AVOID OVER DRMNG. IF SCREW IS OVER DRIVEN i�, Inc ANOTHER SCREW MUST BE ADDED BESIDE THE INEFFECTIVE SCREW (Do NOT REMOVE OVER DRIVEN SCREWS) APPROVED BY Sep 10,2008 INC. FEDERAL YAHUFACTURED HOWE CONSTRUCTION AND SAFETY STANDARDS Umm or. WIG Mv. ml 1i JACOBSEN HOMES T�OMDA►SARE D.M.T. 08-25-08 0 BUL PROPMARV. AID C<KDiYRAI. WV= 1RlE P.O. BOX 368 VATlMus W &AMWN AcROM METAL ROOF RIDGE CAP — W. Slit MAMMALS AN POM W 11E Liju$" PH (M j ��i138 w7 c2m�+uc � L� � D�' AD -FA- 0021 74 7 ADDENDUM MULTI=WIDE ROOF SEALING/CLOSE-UP MIN. 30 GA. GALV. STEEL STRAPPING (SEE AD-FA-0020) 6" STRIP ROOFING CEMENT RECOMMENDED OVER EDGES lz "9Ll*2 1. 30 GA. GALV. STRIPS USED MAY BE WAND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). 15# FELT UNDERLAYMENT MULTI -WIDE ROOF LINE BEAD OF ROOFING CEMENT RECOMMENDED EACH SIDE PROVED BY 11HINQ0w LAW*Qsw s%*Q m 17=JACOBSEN HOMES THESE SPEGFlUTIONS AND DRAWNS ARE DRAWN BY: DAZE: REV. LETTER C.L.Y. 6-5-95 omaNAL PROPmSARY. AND CONU10E TK DRATIWG TITLE: P.O. BOX 368 UATERUIS CF JACOM UkOACTMG M/W ROOF SEALING ,I HNG SUCH YATERHAES ARE PROYM TO THE SAFETY HARBOR, FLORIDA 34695 AECPOIT TOR SPECFlC RAPOSES AND I&W K DRAWING NUMBER PHONE (813) 726-1138 ATPT CWMTHAE AID SEOV TROY OTHM AD-FA-0025 ADDENDUM TYPICAL MULTI- WIDE TIE -DOWN PLACEMENT SEE NOTE 2. A B C 24' URGE OPENING 24' SEE NOTE 1 COLUMN SUPPORT TIE -DON STRAPS REQUIRED AT COLUMN LOCATIONS ON EACH SIDE OF OPENINGS GREATER THAN 48' IN WIDTN. MULTI -WIDE FLOOR SHOWN SEPERATED FOR CLARITY V V [2j4' 24' STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR BRACKETS (SEE TIE -DOWN SPACING TABLES -NORMAL AND/OR ALTERNATE- FOR MAXIMM SPACING ALLOWED). ALSO SEE NOTE I STANDARD VERTICAL TIE -DOWN STRAPS OR ANCHOR BRAMM TO BE INSTALLED A MAXIMUM OF 2'-0' (24') FROM EACH END OF THE UNIT, FOR TRIPLE WIDE AND LARGER UNIT DESIGNS, INSTALL `�0%%IIII1I1 rrNAr�' ALL TIE -DOWN STRAPS AS SHOWN IN THIS DETAIL ll%'%:� N C. NOTES: a P NCI. FO•'? DAPIA APPROVAL I. LARGE OPENING = ANY OPENING WIDER THAN LUX TIE -DOWN SPACING ALLOWED. 1ENE8703571 - OVED BY 2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACI , _ SO LONG AS, THE AVERAGE SPACING A+B+C 3 DOES NOT EXCEED THE OF MAXIMUM TIE -DOWN SPACING REOURLID ON THE APPROPRIATE VERTICAL/FRAME 5 1955 N TIE -DOWN SPACING TABLES (SEE OTHM DETAILS). �0�; . �� ��►`_ ak. 1 3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATIONS. ��'��,�`r�ONAI EN�;.`��� IECENL YAM i/i7liit�l0! 4. SEE AD-TD-0001 FOR ADDITIONAL REOUREMENIS' {bpq�i��nE-Dor+N `�'""'x1MOsalm spew= DEVICES ARE CERTDIED BY OTHERS NOTICE DRAWN BY: DATE: REV. LETTER: JACOBSEN HOMES THESE SPEOFlCATIONS AND DRAWININS ARE C.L.Y. 6-1-95 MTEMAAIS T UN"A° '�'ICTL�IaN' c DRA"""c TITLE TYP. MULTI -WIDE T/D A P.O. BOX 368 LNG SUCH uATETEALS ARE PRcMn TO THE SAFETY HARBOR, FLORIDA 34695 REOPi?N FOR SaE x wals AND LUST BE DRAWING NUMBER m PHONE (B13) 726-1138 HQPT CN--MALE AID SEOHET n= 0"n AD-TD-0310 8 73 ADDENDUM TYPICAL SINGLE WIDE TIE -DOWN PLACEMENT SEE NOTE 2 A B C F24' LARGE OPENMC 24' SEE NOTE 1 BRACKETS (SEE TIE-DDWN SPACING TABLES -NORMAL AND/OR ALTERNATE- FOR MAXIMUM SPACING ALLOWmI ALSO SEE NOTE 3. STANDARD VERTICAL TE-DOWN STRAPS OR ANDIOR BRACKETS TO BE INSTALLED A MAXIMUM OF f-O' (241 FROM EACH END OF THE UNIT. NOTES: 1. LARGE OPENING = ANY OPENING WIDER THAN MAX TE-DOWN SPACING ALLOWED.' 2. VERTICAL TIE -DOWNS MAY EXCEED THE STANDARD VERTICAL TIE -DOWN SPACIMB-* SO LONG AS, THE AVERAGE SPACING [ (A+B+C) / 3 ] DOES NOT EXCEED THE MAXIMUM TIE -DOWN SPACING REQUIRED ON THE APPROPRIATE VERTICAL/FRAME TIE -DOWN SPACING TABLES (SEE OM DETAILS). 3. INSTALL FRAME TIES AT ALL VERTICAL TIE -DOWN LOCATONS. 4. SEE AD-TD-DOOI FOR ADDITIONAL REWffLEMEMTS JACOBSEN HOMES P.O. Box 368 SAFETY HARBOR. FLORIDA 34695 PHONE (013) 726-1138 �IT1Nuu111U1 ENS8703571 . 1; /ONAt ENV.�`�. AA1111j1lilt 1t"0 ANCHOR BRACKET AND TIE—DOYM DEVICES ARE CERTIFIED BY OTHERS NOTICI+ DRAWN BY: TKSE SPEgnCAT*IS AND DRAPMH65 ARE CRaOXAL. PRWFAT RY, AND CC1aM71AL MATERIALS OF JkCMSEN YAMXAC7"G NG SXH MATERALS ARE PRO►1DED TO THE RECEW FOR SPECTIC PUPPOSES NO UM BE 107 COPIWR& APO SECRET M011 OOERS ROVED BY l— im 1.5 TICS IN� C.L.Y. I DATE. 5-31-95 TYP. SINGLE WIDE T/D AD-TD-0300 ul ADDENDUM MULTI -WIDE ROOF SEALING/CLOSE-UP 6" STRIP ROOFING CEMENT REQUIRED OVER EDGES —HIGH SIDE MIN. 30 GA. GALV. 15# FELT UNDERLAYMENT STEEL STRAPPING (SEE AD—FA-0020) �Fmb �,-1� III:.._-c 6" STRIP ROOFING CEMENT RECOMMENDED OVER EDGES — LOW SIDE NOTES: 1. 30 GA. GALV. STRIPS USED MAY BE WIND DEFLECTORS REMOVED FROM ROOF IN ORIGINAL CONDITION (EXCEPT FOR STAPLE HOLES). BEAD OF ROOFING CEMENT (2 BEADS REQ'D HIGH SIDE 1 BEAD RECOMMENDED ON THE LOW SIDE) ROVED BY JUN 1 5 1995 INC �.mrunwEo N?E clot"swimswom NOTICE: DRAWN BY: DATE: REV. LETTER: JACOBSEN HOMES THESE SPECHICATWS AND DRAYANaS AnC.L.Y. 6-5-95 CWHAL. PROPRIETARY, AND CONITD mm DRAMNG TITLE m P.O. BOX 368 MATERIALS of JACOM MANUFACiLF C M/W ROOF SEALING WC. SLXH MATERUIS ARE PRONDED TO THE SAFETY HARBOR, FLORIDA 34695 RECKHT FOR SPECFIC RIWM ARO"BE DRAWNG NUMBER: PHONE (813) 726-1138 1VT COIFlDETITK AND SECRET rKU orrm AD—FA-0026 72 9 SHIPPED LOOSE HEARTH EXTENSIONS HEARTH. INSTAL LATin N- 1. REMOVE ANY CARPET AND/OR PAD FROM UNDER THE HEARTH EXTENSION AREA 2 MCI THE METAL FLASHING IN THE HEARTH AREA TO INSURE THAT IT HAS BEEN NSTALIEB (THIS FLASHING MUST BE PLACED ON THE FLOOR TO PROTECT THE AREA BETWEEN THE FIREPLACE AND THE HEARTH). 1 LOCATE THE HEARTH EXTENSION (SHIPPED LOOSE N THE HOPE) AND INSTAL FOLLOWING THESE STEPS; A. CAREFULLY PLACE THE HEARTH EXTENSION N THE PROPER LOCATION N FRONT OF THE FIREPLACE ASSEMBLY. B. SECURE THE HEARTH EXTENSION TO THE FLOOR W/ 4 +8 1 2' WOW SCREAMS. C. FILL THE AREA BETWEEN THE FACE OF THE FIREPLACE AND THE HEARTH EXAMS N VAIN A NON-COMBUSTABLE CAULIONG OR MORTAR. D. OR FOLLOW THE HEARTH MANUFACTURERS INSTRUCTIONS FOR INSTALLATION. TILE SURROUND TYP. HEARTH (MAY BE SHIPPED LOOSE) NOTES: 1. A TYPICAL TILE FRONT FIREPLACE IS SHOWN, HOWEVER THIS DETAIL APPLIES TO ALL FACTORY INSTALLED FIREPLACES. (STONE, WOOD, GYPSUM, ILE, STUCCO, ETC... MAY BE USED IN LIEU OF THE TYPE OF FIREPLACE SURROUND SHOWN ABOVE.) TYPICAL WALL WOOD TRIM FACTORY INSTALLED FLASHING APPROVED BY ONJW26rs% 14 RGEAY WM/BCRA®N7E INC' NOnCR` DRAWN BY:, DATE REM. METIER JACOBSEN HOMES THESE sKancAn Ns AND ofuw.Nm ARE C.L.Y. 6-16-95 ■ OMONAL, PROPRIETARY, AND COX WTIAL DRAVANG TITLE: P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING SHIP -LOOSE HEARTH „ SAFETY HARBOR, FLORIDA 34695 W_ SUCH MATERIALS AK PRCNDED TO THE RECPDR Fat SPM PJMSES AIO MUST IE DRAWNG NUMBER AD-FP-000I PHONE (813) 726-1138 IVT COIfWVAL AND SEW fRGM OHM 01 4. FINC I ADDENDUM 184" WIDE COLUMN TIE -DOWN APPLICATION 'A' COLUMN b' fCOIUIW ISEE TABLE FOR MA1D1A111 SPAN FOR COLUMNS 'A' OR T3' _ I r COLUMN 'C' COLUMN b' APPROVED eY I I SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'C OR b' _ r � SEE TABLE FOR SPAN COL SEE TABLE FOR MAX SPAN FOR COL ' . INC. FEDERAL NIANUFACTUREDe:�JtL= RUCTIONAND SAFETY Sii,`lDa.?OS NIAR 03 1999 COLUMN 'E' 'F COLUMN - �COLUMN - ISEE TABLE FOR MAXIMUM SPAN FOR COLUMN 'F MAXIMUM ALLOWABLE SPAN TYPE OF ANCIIQRI4G REIiD (SEE AD-ID-0151. COLUMNS 'A'. V. b• OR 'E' COLUMNS '8' OR 'C COUM r ADHTO-0252 AND ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZONE 2 ZONE 3 �-m-O25i SEE ROTE 1 EXP. 'C' EXP. b' DP. 'C Ems, b' EXP. '[.' EXP. b' E7�. V Eli. b' E1P. 'C' Ems. b' EXP. '� EXP. b' 2 - 31501 ANCHORS 37-4' 25'-6' 29'-4' 20'-4' 37-4' 25-6' 29'-4' 20'-4' 37-4' 25'-6' 29'-4' 20'-4' 1 - 31501 ANCFIOR 18'-6' 12'-10' 14'-7' 10'-3' 18'-6' 12'-10* 14'-7' 10'-3' 18'-6' 12'-10' 14'-'f 10'-3• 1 - 4000/ ANCHOR 23'-8' 16'-4' 18'-7' 13'-0' 23'-B' 16'-4' 18'-7' 13'-0' 23'-8' 16'-4' 18'-7' 13'-0' .REF cAcs. C !v ENa • ... �c ••,, DAPU1 APPRovAL;, � 0 0 3 1 yy NI'1i1 ••. 1O. SEE AD-7D-0251, AD-TD-0252 AND AD-TD-0253 •Q�, No. o �_ APPROVED BY FOR SPECI 10 71 ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR ANCHORING EOUiPMENT- CAPABLE OF RESISTING THE WORKING LOAD OF 4000 / MIN. MARRUGE LINE OF WATI-WIDE FLOOR VERTICAL TIE -DOWN TYPE 1. FINISH B. 'GRADE 1 STEEL STRAPPING 1 1/4' VIDE & 0.035' IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL, AND SEALS. COLUMN STRAPS ATTACHED TO A SINGLE GROUND ANCHOR (4000#) NOTES: 1. ALL ANCHORING EQUIPMENT SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE. 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE OF EXTERNAL STRAPS OR CABLES. %STESFv(%J Q No. o' • DAPIA APPROVAL• ,PPROVED BYA r- 15 rtc�wr�wv.ciu®� - W 6TA{ICIO{ A!O SNtiT SwovR JACOBSEN HOMES rtortc� IW.,.ar. THESE saEaLxwTloNs Amolulvncs ARE C.L.Y. 5-25-95 CRO• PROPWMY. AND COOMIRk DRAMNG MTLE COL. TIE -DOWN APPL. MATERIALS OF JACOOSDI YARFACTIRWC HN P.O. BOX 369 W_ SM UUMALS AM P80WO TO THE ' SAFETY PHHONE HARBOR, FLORIDA 7ORID'38 695 IMM > o MW � oom DRAIVNG MNBER AD-TO-0253 70 SMOKE ALARM ADDENDUM Enclosed in the home owner's packet is the smoke alarm user's manual, (if it is not there, contact Jacobsen Homes and one will be sent to you. NOTICE TO DEALER AND SET-UP PERSONNEL This home is equipped with a smoke alarm system and must be tested in accordance with the smoke alarm user's manual after the home is completely set-up and all the electrical connections are done. NOTICE TO CUSTOMER Smoke Alarms have been installed in your Jacobsen Homes. You should be familiar with the locations and operation, and learn how the alarms can be silenced once they have sounded and be familiar with its use. This is a very important safety device installed for your protection. Be sure that it is kept in A-1 working condition by testing if frequently in accordance with the manufacturer's instructions. The alarms operate on household current, and have battery backups. Its purpose is to provide early warning in case of a fire. Again we stress the importance of keeping your smoke alarms in proper working order. TESTING SMOKE ALARM Test smoke alarms after home has been set-up completely. To test the smoke alarm, press and hold the test button on the cover of the unit, until the alarm sounds. All smoke alarms should sound alarms. If all units do not alarm, replace units immediately. This test should be given to all smoke alarms individually. 11 APPROVED BY IZEV. INC.lSW 2 5 20 iq "14 FEDERAL 61ANUFACTURED HOME CONSTRUCTION AND SAFELY STANDANUS SET-UP MANUAL ADDENDUM AD-FS-000I -A TRUSS SHEATHING APPROVED BY INP]INC. FEDERAL MANUFACTURED HOME CICAON AND SAFETY STANDARDS DEALER (SET-UP)INSTALLED PLYWOOD FOR SHEATHED TRUSSES HINGED TRUSS - NOTE: HOLES TO BE CUT IN SHEATHING TO ALLOW OUTLOOKERS TO PASS THROUGH. TYP. OUTLOOKERS FACTORY INSTALLED PLYWOOD FOR SHEATHED TRUSSES L SIDEWALL 3/8" MIN. APA OR TECO RATED SHEATHING APPLIED TO ROOF TRUSSES LOCATED DIRECTLY ABOVE SHEARWALLS (APPLICABLE TO ALL SHEARWALLS) PENETRATIONS OF THE SHEATHING ON THE TRUSSES) FOR THE OVERHANG OUTLOOKERS (PURUNS). ATTIC VENTALATION. OPENINGS IN TRUSS SHEATHING MAY BE LOCATED AT ANY LOCATION ALONG THE LENGTH OF THE TRUSS. (18• X 14 1/2- MAXIMUM SINGLE OPENING SIZE IN TRUSS SHEATHING) NOTES: 1. 3/8• MIN. RATED SWATHING FASTENED TO ROOF TRUSS WITH 7/16' X 1 1/2' X 16 CA. MIN. STAPLES 1 1/4' O.C. AT PANEL EDGES AND 3- D.C. AT ALL FRAMING MEMBERS. (NO GLUE REOUDRED) JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 MARRIAGE WALL 3/8' SHEATHING TO BE INSTALLED ON -SITE. APPROVAL: K2 NOTICE: THESE SPECN1CAnoNS AND DRAwwG5 ARE ORIGINAL PROPRIETARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANLIFACTURINC INC. SICH MATERIALS ARE PROVIDED TO THE RETx Mf fOR SPFCOX MMSES AIO MT BE KEPT CONnOENIIAL AND SURET TROM OTHERS. 1w. VANDZONE III (110 MPH) ALL EXPOSURES DAPIA APPROVAL- APPROVED BY MAT - IN INC. FEDERAL MANUFACTUREO HDMt DDNSi8l1CTIM AND SAFETY STANDARDS R.R. I - 4-27-98 TITLE: TRUSS SHEATHING NUMBER: AD-HR-0001 LETTER: ADDENDUM COLUMN TIE -DOWN APPLICATION ANCHORING EQUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 3150 / MIN. MARRIAGE LINE OF IJUL71-010E FLOOR 11 FLOOR VERTICAL TIE -DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1/4' WIDE & 0.035' IN THICKNESS. CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL, AND SEALS. 101 Effi'llim COLUMN STRAPS ATTACHED TO A SINGLE GROUND ANCH101RrTr rr(3150#) LIP DAPIA APPROVAL• NOTES: F�F` p •' �1 �TF,Q . �.' 1. ALL ANCHORING EQUIPMENT SUPPLIED Q� 1}0 FO ' N PROVED BY BY AND INSTALLED BY OTHERS— ON SITE. 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING NE 87 — = 5 SHALL HAVE A RESISTANCE TO WEATHER DETERIOR— .INN 1 ATION. F INC. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS � I v WHERE THE ANCHORING SYSTEM REQUIRES THE USE� '•.�'OI '• \� .`�� ' N`�"`�sTY�wovRXl OF EXTERNAL STRAPS OR CABLES. '• •" y� `` ,"r/ANAL JACOBSEN HOMES NoT'oa THESE sPEOT1U11X7HS AKD tMAT+N4S ARE AU BY: C.L.Y. DATE: 5-25-95 REV. LETTER Eo P.O. BOX 368 ORIONII. PROPRIETARY. AND CONnDEENR+L MATERIALS OF JACOBSEN MHAIFACI"G DRAMING TITLE: COL TIE -DOWN APPL. �o SAFETY HARBOR. FLORIDA 34695 RRG SUCH MAMWLS ARE PRONGED TO THE RECPUlT FOR SPECFC R/6CSES RO UST BE DRAMNG NUMBER PHONE (813) 726-1138 im COKCO n& ATO moo Tool omm AD—TD-0252 12 69 ADDENDUM COLUMN TIE -DOWN APPLICATION FLOOR ANCHORING EOUIPMENT CAPABLE OF RESISTING THE WORKING LOAD OF 3150 / MIN. O ANGLE SHOWN. IT I ___rf-I 3YANGLE ANCHORS INSTALLED 24' APART COLUMN STRAPS SEPERATE GROUND NOTES: 1. ALL ANCHORING EOUIPMENT SUPPLIED BY AND INSTALLED BY OTHERS- ON SITE. 2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REOUIRES THE USE OF EXTERNAL STRAPS OR CABLES. MARRIAGE LINE OF MULTI -MADE VERTICAL TIE -DOWN TYPE 1. FINISH B. GRADE 1 STEEL STRAPPING 1 1 /4' WIDE k 0.035' IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS. 35' ANGLE ATTACHED TO TWO ANCHORS (3150# EA.) DAPIA APPROVAL No. ENC8703571 •: lil JLN 1 5 INC CObTBATOIAlO3METTi -m= NOTICE AM�'ll b��+ BY: DATE REV. LETTER JACOBSEN HOMES Tt1ESE sPEarxwTlDNs AM DRAgNLS ARE C.L.Y. 5-31-95 MONAL PROPRErART. AND COWMTlAL MATERULS OF JACOBSEN MANUFACXMG A DRAMANG TITLE P.O. BOX 368 COL. TIE -DOWN APPL. „ SAFETY HARBOR, FLORIDA 34695 W_ W04 NATERALS ARE PRONDED TO THE mcmT rCA SK= Pjwm AID Km a DRAMING NUMBER PHONE (813) 726-1138 PVT COI WTIAL A10 SECRET TROY OTrM AD-TD-0251 HINGED ROOF DETAIL DLSTAIM OF VA'a TD RAISE RDEF FROM ww Pomm TD ST-W P09TI0M 15 APPRDX 22 11r. LFT MGM ROOF SEM SYST XATMY RRI REDIANCA DEUCES IID HN THAN 12 FET APMr. LOCATE MM PO M NM X OF END OF ROOF SECTKK M81 AM LFTNG S MI 2 FM & A SPIKE N x RY RAL HINGED ROOF IN SHIPPING POSITION HINGED ROOF IN SET-UP POSITION NDS01 NOTES: 1. BRALX RA® ROOF SECTOR N 1FE RASED POMW 8MK SMH MIG FMKrED wo Pam Km POSTOL SEOIRE HHO XNG POST 10 RDCE BEAM, OR 2 X 6 SPF p FD® INIG POST TOP RAL. KM 3- 1101 r WU MUOR 3- J8 X r wom soix REF. CALC. PG. C-RF- 223.0 - 223.6 /% �blbb John C. Doaden, P.E. ,(2 Egg' owing, Inc: APPROVED BY Revised Jun 06,2006 . IN P71NC. FFDFRAI YANIFACTURFn mw CONSTRUCTION AND SAFETY STANDARDS DRAYN BY. DATE REV. LEi113C JACOBSEN HOMES ma s >° CU,� o_A. os—oz—os PAL Box 368 ORRa m- Pm wErmy AID CO IMENUAL HAS OF AACO�" MAN<FAGRWC DRANTIG TIRE HINGED ROOF DETAIL SAFETY HARBOR. FLORIDA 34695 INC. sm MAlE13A19 ARE mVmm 10 If 119C I POt SNELfk P1d09LS AIO MIIST 111E. DAAYOLC �� PHONE (813) 726-1138 an owmemx AND Smu Rm mmm AD-H R-0002 68 13 HINGED ROOF DETAIL UNDERAYMENT TO BE GLUED 3' MIN. ON BOTH SECIMS OF HINGE RDOF. FOR WIND ZONES 2 AND 3. RAISE EXTENDED SHINGLE AND UNDERlA11NIENT AND AND A MIN. 4 1/Y YA07H OF ROOFING CEMENT TO TOP OF LAST SHINGLE ROW ON FIXED ROOF SEC7101 (IRIS IS TO BE DONE BEFORE RAISING HINGED ROOF SECTION.) SHINGLE AND UNDERLAYMENT CEMENTING AT HINGED AREA ATTACH 2 X 6 X 8' BLOCK BEHIND 2 X 6 - OVERHANG FASCIA BOARDS AND SECURE WITH 3-18 X 3- WOOD SCREWS EACH SIDE CF GAP. APPROVED BY 'ON0ARevised Nov 30,2006 INC. FEDERAL MANUFACTURED ROME CDOSTRUCTION AND SAFETY STANDARDS BLOCK ATTACHMENT AT FRONT AND REAR OVERHANGS NOTES: 1. BRACE RAISED ROOF SECTION IN THE RAISED P097ICN BEFORE VNiGING HIiiGED KING POSTS BID POSITION. DAPIA WINDZONE IA (I10 MPH) ALL EXPOSURES John C. DONWN PN-C K2 Eno * - NOTICE, MAN BY, DATE: REV. LETTER JACOBSEN HOMES raw sPTaFlr� we AND DFIAw= MS D.T. 10-02-06 CRM n HINGED ROOF DETAIL P.CL BOX 368 YATs)MALS uC0 m YANUFACTO TK SAFETY HARBOR. FLORIDA 3"Ili K W FOR YAV=ORpa ARE PROIICED TO 7N[ PHONE (813) 726-1135 NIPS calwala11CA In Em am an �� NUMBER. AD—HR-0003 1 - SEE TABLE FOR uAUY SPAN FOR COLUMNS 'A' OR 'B' COLUMN 'C' COLUMN b'� f ISEE TABLE FOR YAIOYUY SPAN FOR COLUMNS 'C' OR b' J SEE TABLE FOR SPAN COL 'E' SEE TABLE FOR YAK SPAN FOR COLUMNuYN 'E' COLUMN 'r COLLU+ 'C SEE TABLE FOR YA)DYU11 SPAN'FOR COLUMN T' MAXIMUM ALLOWABLE SPAN TYPE OF ANCHORING REOb (SEE AD-Tp-0251, COLUMNS 'A', b' OR 'E' COLUMNS i3' OR 'C' COLUMN AD-,D-0251 AND AD-TD-0253) ZONE 2 ZONE 3 ZONE 2 ZONE 3 ZONE 2 .ZONE 3 SEE NOTE 1 EXP. 'C' ExP. b' W.. 'C' EXP. b' EX'. 'C' Exp. b' Eli. 'C' OF. 'D' EXP. 'C' EXP. 'D' EXP. 'C' EXP. 'D' 2 - 31501 ANCHORS 43'-0• 29'-6' 33'-9' 23'-7' 43'-0' 29'-6' 33'-9' 23'-7' 43'-0' 29'-6' 33'-9' 23'-7' 1 - 31501 ANCHOR 21'-6' 14'-9' 16'-10' 11'-10' 21'-6' 14'-9' 16'-10' 11'-10' 14'-9' 16'-10' 11'-10' 1 - 40001 ANCHOR 27-3' 18'-9' 21'-5' 15'-0' 27-3' IB'-9' 21'-5' 15-0' 18'-9, 21'-5' 15'-0• NOTES: ENGINEER ADDENDUM COLUMN TIE -DOWN APPLICATION COLUYN 'A - - xIYCOLUMN APPROVALDAPIA APPROVAL 135 : 14 67 SHINGLE AND UNDERLAYMENT APPLICATION ON HINGED SECTION ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION FLOOR IF FACTORY INSTALLED STRAP IS NOT LONG ENOUGN,— IT MAY BE LENGTHENED BY USING A CRIMP SEAL 117H A WORKING LOAD OF 3150 POUNDS ro ryZ O�dF_ r DIAGONAL FRAME TIE ANCHORING EQUIPMENT CAPABLE OF RESISTING TH-I E WORKING LOAD REOUIREO ON THE �_ TIE -DOWN SPACING TABLES (SEE OTHER DETAILS FOR TABLES) SEE OTHER DETAILS FOR ANCHOR ANGLE. APPROVED VERTICAL TIE=DOWN ANCHOR STRAP (FACTORY INSTALLED) IF NEEDED. USE VERTICAL TIE -DOWN TYPE 1, FINISH B. GRADE 1 STEEL STRAPPING 1 1/4' WIDE h 0.035' IN THICKNESS. CERTIFIED BY A REMSTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D3953-91• STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS. -r `���1%%01111111-11"'ll 0 �. S rry -,. .,, NOTES: EI�a' ` �GE;�'IcDAPIA APPROVAL: 1. ANY ADDITIONAL VERTICAL TIE —DOWN STRAPS, DIAGONAL •'•Q' NO. ,0 '• FRAME TIE —DOWN STRAPS AND ANCHORING EQUIPMENT 910334 SUPPLIED BY AND INSTALLED BY OTHERS— ON SITE. * .r�� - APPROVED BY 2. ANCHORING EQUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIOR— r 'a '• STATE �: • ��� �, , REVISED ATION. 3. PROTECTION SHALL O I P,N. •-' Nam' . ��i F NIP,'S 1023196 BE PROVIDED AT SHARP CORNERS THE ANCHORING YTHE STEM E(SEE ••.....• V nI II USE�����N�l ERADUS V�� 0 ETERNAL STRAPS ORWHERE CABLES CLIP). j'111I LI r�WRfA1aU OOr6TRUCTM&%DSAFE11•FtANWM: JACOBSEN HOMES NOTICE RARE TNESE SPEa11PMETAS AND DRAvew DRAKN�Y: R.R.014 DATE 10-OS-96 �V' LETTER: ® P.O. BOX 36B ORONAL, PROPRIETARY, AND Cp1i10ENTUL MATEWAIS OF JACOBSEN 4MNTAGTUPoNC DRAKINC TIiLi: ALT. TIE -DOWN APPL. 114C. 9.104 WATEMAS ARE PROM= TO THE ❑ SAFETY HARBOR, FLORIDA 34695 PHONE (B13) 726-1138 REaPeNT FIR SPEC>FX PUTPOSTS AND uUST BE PUT CWVLNrA ANSI SECRET IROU OTmU.S DRAwwG NUMBER AD-TD-0210 INSTALL ON SITE 15# FELT WITH A 6- MIN. OVERLAP ONTO MAIN ROOF CEMENTED WITH ROOF TAR AND SECURED PER NOTE #2 CONTINUE 151 FELT TO ROOF PEAK -------- ONE-PIECE SHINGLE UNDERLAYMENT ................. - 2' MIN. OVERLAP (TYP.) . z 0 n r'1 r—1 . . . . . . . . . 1= U ZO 1 1 I 1 I 1 I tW c LLJ 6' MIN. TAR AS SHOWN C:) 15 o .(APPLIED ON SITE) 6 z I I . - .... o SEE NOTE z 1 ' N r� it • • a I i I i I' I ••. 3' MIN. SEE DETAIL 'A' 1 I I I I 1 C`- Of I 1 1 i t I I I CD en O 1 C= U z a 1 � I � I � I t � I � I � I � 1 • SECURE FIRST ROW OF SHINGLE TO BE INSTALLED ON SITE WITH-6 STAPLES (1- X 3/4- X 16 GA OR ROOFING NAILS) PER SHINGLE MANUFACTURER'S INSTRUCTIONS AND CONTINUE TO PEAK. REMOVE THE ONE PIECE SHINGLE UNDERLAYMENT IN THE GAP (HINGE SECTION IN DOWN POSITION) BEFORE LIFTING THE HINGED SECTION OF THE ROOF TO ITS FINAL POSITION AND BEFORE INSTAWNG THE 151 FELT AND SHINGLES. DETAIL A WINDZONE III (110 MPH) ALL EXPOSURES NOTES: - - - — 1. CEMENTING OF 15j FELT IS NOT REQUIRED W MY AREA EXCEPT *ERE NOTED. 2 FASTENING OF 151 FELT IS NOT REOUIRED. (FASTENERS APPLIED JUST TO HOLD FELT IN PLACE UNTIL A PROVED BY • SHINGLES ARE INSTALLED.) 3. EXTEND THE FIRST LAYER OF ON SITE 15E FELT ONTO THE FTXED ROOF A MIN. OF 6- AND UNDER THE LAST COURSE OF FACTORY INSTALLED SHINGLES IF NEEDED TO MAINTAIN THE 6' MIN. OVERLAP ONTO THE FIXED ROOF. INC. 4.' INCLUDED IN THE HINGED ROOF ADDENDUM ARE DETAILS: AD—HR—ODDI (WITH SPECIFIC END PANEL LAYOUT). AD—HR—ODOZ AD—HR-0003, AND AD— IR-00D4. FEDE A LMANUFACTURED HOME CON RUCTION AND SAFETY STANDARDS NOTICE DRAWN BY: DATE REV. LETTER: JACOBSEN HOMES TNM SPEM9CA11ONs AND DRAW NGS ARE M.T. s-2o-o3 OiifiNAL PRanRIEFARY• AND Cs>KFUENnu DRAWING TITLE: SHINGLE AND UNDERLAYMENT „ WTEPoNS OF JACAMRY MNtUFACMaNG — P.O. BOX 368 W_ SM YATETEALS ARE PROVM 10 THE APPLICATION ON HINGED SECTION SAFM HPHOARBOR,) 6-113B W MAL 1CAPM D OMM DRAING NUMBER AD-HR-0005 66 15 PEAK INSTALLATION DETAILS SECURE ROOF PEAK ASSEMBLIES TO - HINGED RAFTER WITH #8 X 4' SCREWS, 6-1/2' O.C. IviAX DECKING ON RIDGE BLOCK ASSEMBLIES FASTENED WITH (6) 7/16" X 1 1/2' X 16 GA. STAPLES INTO EACH 15' O.C. RAFTER AND 3 1/2" O.C. MAX. INTO 2 X 4 RAIL. (TYPICAL BOTH SIDES) I NDS01 NOTES: I. SEE AD-HR-0007 FOR INSTALLATION OF UNDERLAYMENT AND SHINGLES. SEE AD-HR-0002 FOR ASSEMBLY DETAILS. ALL WBNDZONES ALL EXPOSURES 20 PSF ROOF 10 PSF D.L. __ CRC - 167.01 - 167.02 INEER APPROVAL OAPMA APPROVAL - APPROVED BY Revised /� QUA IN Jtm 09,2006 John 0. ✓osier) F.E. P71 N C.' . , FEDERAL MOMUFACTUrIED MOl1E �, BA,C�I[t�i�flfft�j, �TIG carsrnuo"AIM saFETrsruDARDS JACOBSEN HOMES P.O. Box 366 SAFETY HARBOR,, FLORIDA 34695 PHONE (727) 726-1138 NOTICE: msE sPEOUATIMS AND DRAVINO ARE aaoNAL. PROPAEIART. AND [OFDOiTIAL °"1Q°"LS Or " " ,rACY IRm RC 2XH YATORALS ARE P1IOY[IED TO 11E REDTUII FA SPEd1C nAr M AND PAST IE Ivr cam m AND STOAT FW N Orpm DRAWN BY.. O.A. DAIC 06-06-06 REV. LETIEI ,I mAD-HR-0006 DRAWING 11BE: PEAK INSTALLATION DETAILS DRAWING NUMBER: ADDENDUM ALTERNATE VERTICAL TIE -DOWN APPLICATION i APPROVED VERTICAL TIE -DOWN ANCHOR BRACKET (FACTORY INSTALLED) FLOOR CRIMP SEAL (31508 WORKING LOAD) X 6 V1 f VERTICAL TIE —DOWN 9 TYPE 1, FINISH B. w O� 4• GRADE 1 STEEL STRAPPING jP 1 1/4' WIDE !c 0.035' � % F IN THICKNESS, CERTmED BY W A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS DIAGONAL FRAME TIE CONFORMING WITH ASTM STANDARD O SPECIFICATION D3953-91. 0 STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL. AND SEALS. RADIUS CLIP �- II III — III —III RADIUS CUP MUST BE INSTALLED ON I— I -III —III— ALL TIE -DOWN ANCHOR BRACKETS ADIUS CUP ANCHORING EOUIPMENT —III III -I I I -I I BY INSTALLER A STRAIGHT 3ABKATE'LENGTH OF CAPABLE OF RESISTING III -I I I —III — MATERIAL 1 1/4' X 0.OV TIE -DOWN STRAP _- THE WORKING LOAD AL IN ANCHOR SLOT AND BENDING REQUIRED ON THE I— TO FORM THE CONFIGURATION SHOWN.) TIE -DOWN SPACING TABLES (SET_ OTHER III —III = RADIUS CUP MUST BE INSTALLED TO PROTECT DETAILS FOR TABLES) I _ I I I -I I I- THE TIE -DOWN STRAP FROM THE BRACKET EDGES. SEE OTHER DETAILS III —III —III -I I INSTALL THE IN THE BRACKETOWN STRAP THROUGH THE SLOT ON TOP OF• THE RADIUS CUP. FOR ANCHOR ANGLE. ``111111i1U111/��� %. `��`��sT... . • py0 �'•• DAPIA APPROVALNOTES: = r ENE870357 1. ALL VERTICAL TIE -DOWN STRAPS, DIAGONAL FRAME = - PROVED BY TIE -DOWN STRAPS AND ANCHORING EQUIPMENT SUPPL BY AND INSTALLED BY OTHERS- ON SITE. - T',^�TF Qr � � JUN ) 5 2. ANCHORING EOUIPMENT EXPOSED TO WEATHERING O /vL/y��_ SHALL HAVE A RESISTANCE TO WEATHER DETERIOR- �.Wc ' :JIAI\ �.�� 4INC, ATION. 3. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS F ImNowmamaMill e WHERE THE ANCHORING SYSTEM REQUIRES THE USE ANCHOR BRA AND TIE -DOWN OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). DEVICES ARE CERTIFIED BY OTHERS NOTICE DRAWN BY' DATE REV. LETTER JACOBSEN HOMES THESE 9'EanCATIONs AND DRAWLAMuC.L.Y. 5-31-95 ORGMAL,PROPIDEOF AT�N Y Cp1FCTLIT� DRAWING TITLE:NATEIaALALT. TIE -DOWN APPL. A „ P.O. BOX 368 NC SUDi NAWRWS ARE PROMOED TO THE SAFEPHONE (813) 726-1384595 v1Wrpm RRaogso M DRAWING NUMBER AD-TD-0200 16 65 PORCH ANCHORING DOUBLE HEADED 3,1' NO TES: 1. SEE SET—UP MANUAL AND ADDENDUM FOR APPUCABLE BLOCKING X .035" TIE -DOWN STRAP JOUS AROUND STRAP BLOCKS. VANDZONE III EXPOSURE O (110 MPH) _�;• ' 20 PSF ROOF IJ "' 10 PSF O.L cALCs : c wR - 108 r0 r - i "AP RQYAL . ' DAPIA APPROVAL- PPROVED BY 14INC. MANUFACTURED HOME GTION AND SAFETY STANDARDS Pvc i i w J AC O B S E N HOMES TNEse sPEcfICATIDNs C N°6 NAFO DRAWN BY: DATE REV. LETTER: DRAMNLS ARE M.T. 12-13-03 OaONAL, PRCPRFETANY• AND.COMIUlliTIAL DRAWING TITLE: P.O. BOX 368 MATERIALS CF JACMSE1+ MANlFAC1UWC PORCH ANCHORING — W_ SUOI MATERIALS AW PRDVA" 10 TW SAFETY HARBOR, FLORIDA 34695 WIENT IM SPEOFX PWOSEI NO MUST BE DRAING NUMBER: PHONE (727) 726-1138 XM CMIDDIII& AM S£'3?l+ FROM OHM AD—TO-0112 SHINGLEZUNDERLAYMENT INSTALLATION SITE INSTALLED SHINGLES (USING THE 6 FASTENER METHOD) AND CAP INSTALLED PER MANUFACTURERS INSTALLATION j INSTRUCTIONS. TOP COURSE(S) OF SHINGLES TO OVERLAP PEAK AS SHOWN, SHINGLE INSTALLATION INSTALL FIRST LAYER OF 151 FELT INSTALL TOP LAYER OF 151 FELT TO ROOF WITH A 6' MIN. WIDTH OF TO ROOF WITH A 6' MIN. WIDTH OF ROOF CEMENT AT EACH END TO ROOF CEMENT AT EACH END TO ROOF DECK AND/OR EXISTING ROOF DECK AND/OR EXISTING FELT AS SHOWN. FELT AS SHOWN. j SEE OTHER DETAILS FOR SITE INSTALLED ROOF PEAT( UNDERLAYMENT INSTALLATION 4APROVED APPROVAL NOTES: BY AUG 0 f Ok INC. ACTIIREO HOME NOTICE DRAVIN BY: I DATE: REV. LETTER: JACOBSEN HOMES Tim SPECnCATxNS AM WA.IGS W M.T. 7-28-04 01"AL. PROPWETART. AND COIFIOENUAL DRATANG TITLE: _ „ P.O. BOX 368 MATMALS OF JACNc OBSEN YANUFACTURNG SHINGLEN NDERLAYMENT INSTALLATION SUM MATDMLS ARE PROMOFD TO DE SAFETY HARBOR. FLORIDA 34695 RECPOIT FOR SPECFX PIASOSES NO MUST BE DRAWING NUMBER: PHONE (727) 726-1138 REPI WFWTUL Na XCRET FROM OPM AD—HR-0007 64 ADDENDUM TYP. SHIP -LOOSE PLUMBING SUPPORT FASTEN TO FLOOR FRAWNG LOW W/ STAPLE OR NAL BANDING STRAP 14RAPPEO' AROUND PIPE AND FASTENED 10 FLOOR FRAWNG. WE OF NOT LESS THAN 1/4' PER FOOT MUST BE MAINTAINED TOWARD THE OUTLET. WiERE THIS GRADE CAN NOT BE ACHIEVED, NOT LESS THAN 1/8- :OOT MAY BE USED WHEN A FUU. SIZE CLEANOUT IS NSTAIM AT THE UPPER END. "1. MEW OF DRAIN PIPNG 1, PIPE CLEANER AND GLUE SHALL ALSO BE SUPPLIED BY THE MANUFACTURER FOR PLUMBING CONNECTIONS. 2. 48" O.C. MAX. SUPPORT SPACING. PIA APPROVAL - — wN INC. JACOBSEN HOMES 4fS: SPECf1CATIONSTCE AND DRAWN=AM DRAWN BY R.R. DAB 7-17-97 RX LETTER: Mir OFJ%MANIVACIUDRATMG TITLE -PR R, 36B W- SM DF '"aSAD1ARE ROK Ac10RTIC PLUMBING SUPPORT SAFETY HARBOR, FLORIDA 34695 ArIN W X N, WET K PHONE (813) 726-1138 KEPT to noDm4L NND x0v ml G IGZ DRAWNG NUMBER AD-PI-0001 A I CEILING MAY BE FLAT OR DOUBLE SHEARWALL CONFIGURATION TRIPLE & MULTI SECTIONS SIDE VIEW SIDE VIEW (MARRIAGE WALL APPLICATION) (SIDEWALL APPLICATION) 350 PLF MAXIMUM SHEARWALL DESIGN VALUE (PER WALL) 1 1/4' X .035- TIE -DOWN STRAP CONTINUOUS AROUND JOISTS. 350 PLF MAXIMUM SHEARWALL DESIGN VALUE (PER WALL) 1 1/4" X .035' TIE -DOWN STRAP CONTINUOUS AROUND JOISTS. WN IS A TRIPLE VADE RAFTER, ) APPLCABLE TO STANDARD BLE WIDE TRUSSES. �D VIEW X .035" TIE -DOWN STRAP UOUS AROUND JOISTS. NOTE: ALSO APPLICABLE TO 'SUP SIDE' MARRIAGE WALLS WHEN AT LEAST 2 STANDARD VERTICAL TIES ARE INSTALLED. (1 EACH SIDE ADJACENT TO SHEARWALL LOCATION) P TO XKVVllllxx''35* NOTES: ENGINEER APPROVAL- DAPIA APPROVAL- 1. GROUND ANCHORS TO BE RATED FOR AN ULTIMATE LOAD OF 4725E [3150 DESIGN LOAD] (SEE AD-TD-0001 [TO -GENERAL NOTES] FOR NOTES ON GROUND RKHOR R15TALLATION.) p p 2. INSTALL A PER AT EACH ETD OF THE SHEARWALL JOISTS (PER THE ABOVE DETAILS). Off PROVED BY 5 3. WHEN SKARW'ALL 15 LOCATED ABOVE A SOLID HEADER (FULL RDGHT CROSS -MEMBER) NO _ TIED ALL EJ TRAPS OR PIERS ARE REQUIRED (ALL SHEARWALL CONFIGURATIONS. ALL ZONES � � N SJ 4. TIE-DOKN STRAP REQUIRED AT EACH END OF JOISTS. ALL DBL S/W CONFIGURATIONS John C. Doeden, P.E. S. CEILING SHO'AN CATHEDRAL OR SLOPED, FLAT CEILING MAY BE USED. 6. FULL WIDTH 9HEARWALLS ARE SHOWN W THE DETAIL ABOVE, HOWEVER, ANY LENGTH L5133 C. R. 22 OR Ca.'FIGURATION SHEARWALL MAY BE USED. Goshen, IN 46526 CQ4DiJGT NO SVm .ArJS 7. THIS DETAIL LTAY APPLY TO TRIPLE AND/OR DOUBLE WIDE SECTIONS. JACOBSEN HOMES NOTICE: DRAKN BY: DATE: REV. LETTER: THESE SPECIFICATIONS AND DRAMNO$ ARE R.R. 4-09-96 MONAL PROPRIETARY. AND CONFIDENTIAL DRAWING E: A P.O. Box 368 MAIERIALS OF JACOBSEN MANUFACIUtPOUNINC� _S/W CONfIG. TIE -DOWN INC. SLKH NAIERIALS ARE PROVIDED TO THE SAFETY HARBOR. FLORIDA 34695 RECMT FCR SPECIFIC PSES AND Nusi BE DRAWING NUMBER: PHONE (813) 726-1138 IVT CONFIDENTIAL NO SECRET FROu onETRs AD—TD-UI l l 18 63 ADDENDUM DOUBLE SHEARWALL CONFIGURATION SINGLE —SECTION TIE —DOWNS / CnLLVG MAY BE FLAT OR SLOPED END VIEW 350 PLF MAXWM SHEARWALL DESJGY VALUE (Pc; WALL) 1 1/4' X .035' rC-^,CYN STRAP CONnNucJS ARCJ\D JOISTS. DE VIEW X .035' TIE —DOWN STRAP UOUS ARL>tW JOISTS. N_ OTES: Z 1 16 Ems{ : AP PROVAL -•/y •5 - DAPIA APPROVAL I- ORD" A404ORS TO BE RATED FOR AN ULTNUE LOAD OF 47251 (3150 DESaI LOAD) (SEE AD-TO-DO01'[ID-GENERAL NOTES) FOR NOTLS ON MOUN3 AF of KSTALLIUOII.) _ -?1 '; '_ _ fapPAp1/ED B� � '( L INSTALL A PEZ AT EACH END OF THE SHEARNAIL JOISTS (PER 74E ABOVE DETAILS). ONO 3. *TEN Si`XMWALL IS LOCATED ABOVE A SCIID IGDER (RILL 1-TENT CROSS-YDAFP.) NO Ti-M'4 STRAPS. OR PIERS ARE REOUDUD (ALL SIREARNALL CONFICURATIM ALL ZCNES .' AND ALL DF0.aM). •• ,� �' • I RAP 4. TE-D01w S1REQUIRED AT EACH END OF JOISTS, ALL D8: aw/MI CONFIOJRATIONS. �i �. ' • • •.. J . ' • . • �� �� I � C. 5. CEILING SiOWPN FLAT —OPT CATPIEDRAL OR SLOPED CEILING MAY BE USED. 6. �i: A. ` �� �� •E:� C•`, . MEDAL WAKO -L !:.'�•:w�+.ib coclllL�r� AesA<. •. FULL "DTH SHEARWALhS ARE SHOMH IN THE DETAIL •ABO HONE VE vER ANY LENGTH : •: 1' l; ., �!"'II OR CONFIGURATION SHEARWALL MAY BE USED. I11 mot", NOTICE: GRA%%W BY. m0lJACOBSEN HOMES .�SPECIMATIC►6 1RAWNGS ARE R•R DATE REV. LETTER: 2—s—ssO"mAL. AND PR'JPR[TA.4Y, MAD CONIMMAL DRAVANC TITLE:NATFJR.ALS CF JACOBSEH YANUFACTUR:�CP.O. BOX �, N,,,� ME PRors� TO THE DBL. s w coNFIG. TIE-ooMN FLORIDAW_ SAFETY HARBOR, ORI34695 REOR'P.NT FOR SWX P-WOMS AND vast EE DRAY.N, NUMBER: PHONE (813) 726-1138 MD'1 CONFIDENn#L AND SEaiET FRUI OTHERs. AD—TD-0110 OPEN PORCH RAILING(S) IT IS THE RESPONSIBILITY OF THE SET—UP CONTRACTOR OR GENERAL CONTRACTOR ON SITE TO INSURE THAT THE RAILING(S) INSTALLED OR TO BE INSTALLED MEET ALL CODES IN EFFECT AT TIME OF HOME INSTALLATION. NOTES: a J NOTICE. JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWNGS ARE ORIGINAL PROPRIETARY, AND CONFIDENON. P.O. BOX 368 MATERIALS OF JACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PRONDED TO THE SAFETY HARBOR, FLORIDA 34695 REOPIENT FOR SPEOFIC PURPOSES AID NUST BE A PHONE (727) 726-1138 KEPT CONFIDENTIAL ARID SEW FROM OTIE.RS DAPIA APPROVAL: APPROVED BY INC. ERAL MANUFACTURED NSTRUC710NAND SAFELY STANDARDS BY: GATE: REV. LET M.T. 3-30-05 TITLE: _ OPEN PORCH RAILING(S) C NUMBER: AD—PO-0001 62 19 � NOTES: ON SITE PITCHED ROOF DETAILS IMPORTANT NOTICE THE ON SITE PITCHED ROOF INSTALLATION (INCLUDING SHINGLES AND CAP) MUST BE COMPLETED WITHIN 60 DAYS OF DELIVERY TO THE HOME SITE. " FOR ATTACHMENT OF ALL VENTING (INCLUDES 12 EXHAUST & ROOF), SOLAR TUBES AND PLUMBING 4 1 VENTS SEE AD-PR-7007 & 7009. MAX. ROOF SLOPE FOR ROOF DECKING DETAILS SEE AD-PR-7004. FOR ATTACHMENT OF PITCHED RAFTER TO TRIPLE WIDE SEE ` ` \ FOR ROOFING DETAILS SEE AD-PR-7002 SEE AD-PR-7008 SHIP THIS SEC. LOOSE � (SITE INSTALLED) �� >------------- ----�� FOR OVERHANGS SEE AD-PR-7003. FACTORYN�SRTALLEIONRAFTERS REMOVE ALL FACTORY INSTALLED `- FOR ROOF VENTING BOTH FACTORY POLYVINYL BEFORE INSTALLING THE AND ON SITE SEE AD-PR-7005 & 7006 ON SITE PITCHED ROOF RAFTERS CENTER SECTION OF TRIPLE WIDE ADDENDUM SHEARWALL TIE-DOWN/PIER REQUIREMENTS I" ur. S/YF LElICD1 lFF. �/111 tENCTN , CIT. S/r T1a1m . tn. 3/r UN Millinisimimimisioll T1Y0 PEII SifEARTtAl1S L (AIL sTwttows� of-OO1MS �1uan mwc M.Y rt n.T a avm I �/ -.o �M 1;01E T Rt kO1F I v . Q%a Pons 2 me 3, Q Q TYPi AL TRIPLE WIDE HOME ►,fa RtCb trot mcro ro wro REF. PG. IW-07-0011 WITF _SITE INSTALLED PITCHED MS LOumN Ms WATM TR SWAT" FOR FASTENING C A TER SECTION RAFTERS FIGURE 8, O DAM APPROVAL' APPROVED BY Revised Oct 25,2007 P, INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS F JACOBSEN HOMES EUORIM4. P.O. BOX 368 NOTICE RISE sPECFlCATIONS AND DRAWINGS ARE PROPRIETARY, AND CONRDENRAL MATERIALS OF JACOBSEN MANUFACPJRING DRAWN BY: O.A. DATE: 10-24-07 REV. LETTER: I� jL-5J DRAWING TITLE: ON SITE PITCHED ROOF DETAILS „ SAFETY HARBOR, FLORIDA 34695 ® INC. SUCH TO THE AM PWWEO pEnPILNT FOR SWIC ROM AM MM BE DRAWING NUMBER: PHONE (727) 726-1138 IVY COWFiOEFITIAL AID SECRET FROM OTHERS AD-PR-7001 m,.a do R Ina a va TV Pith 2"WALLS (ALL ®TUAWM TIE-00"m eftuom NOW 1 SFE 1101E iv .9a limb 2 AH11 3. Q PIER Iti�b UGS LWAT1CtN FIGURE 8.1 THE DETAIL ABOVE 15 SHOWN MTH A TWO PIER SHEARWALL CONFIGURATION, HQWEYER, THIS DETAIL APPLIES TO All SHEARWALL COWGURATiONS, ALL ZONES, -AND ALL U VALUES. xorEs: � CAAA A!'P1iaVIL' 1. V'-W' S "Agn to TM MAX n-W1 31W MAT 8C LOCA70 IM �� PPROVED BY unot a w mm wow AM ORR NLiII7m AT l0n� Mam Arp4R5 Ttl eE RAM M Rif (C1pLAtt TODD DT �hsl .• •:- �-� •�� (n�o (3EE Ao-A-oovt [ro-oD+cNAt MO1F5J Etta IlQfis a Raw ANC �t WTAALL111°MN.) .••• '` Jam'- '; r n EB 10 2l?U0 L HS1HL A M AT EADI DO ff THE 2VAtUl jum (rot TWC A&W oETA�(.1) "(P1lM � AT CoOf 00 W JdsTs RfWdxM of CIE-oo+e+ :LM+w kta[�¢Rii) Q n�. � 9103� TL � I INC. TMANUFACTURf I 3, VV Si[A!1'IitlL 6 LDCATW AMC A MW MACrETI �L N01T �^�A � IC-D- Si=KS Ctt F�ptT AN RtCaARED * * �� t ERAS HOME .(KL 9icARr11 L 1TZlWWWOIQ All WtS AM ALL (Tf?'as -,)L STA rlF- OF .' ICNSTRUVION AND SAFETY STA,IIOARDS JACOBSEN HOMES ``7a >t� a•Ea1uT�aa w CoomA.P.a- to% 394 I+ATPA+1i of yyooe�pl Y� S..aFETT HARBOR, FLORIOA 34906 tic w MA�A� Aa PRo p PHOHE (7z7) 7TIT-TT3t1 �r wRptice9 l L �T 9ennclow vm R.R. I ---02-Q1-00 - S/W TIE/PIER REQ. g ` AD--T)—IGO 20 61 ADDENDUM lags (108 PIDEWALLP) NORMAL TIE -DOWN SPAdINC TABLES V O° ZONE 11 & III/EXP. e & D SRO' 'N_ LONGITUDINAL TIE -DOWN SPACING TABLE (� vlk- 00 zONE a 00 ZONE m 01, Ort Lk ff AMs ooly. doO � FLOOR gEC'Ratt 4k a Ei 4Ma e 2 5T 3 40' 13 -4` 3 3T 3 46' 16 -4` 3 46' t 4 40' VERTICAL TIE —DOWN / FRAME TIE —DOWN PPACING TABLE �1�V• VAX OND ZONE n 00 ZONE III 9'A* VAX Alp aR AAA SPAQW VAX A 00 ANC' FLOOR H *DT12'-0' OVERHANG EAVE 6' EACH SIDE 6'-4' 72' 35, TO w S-4' 38' 45' IS-4' 6� EACH SIDE 5'-4' w 35' TO 40' 54 42' 45 154 6' EACH SIDE T-4' 80` 40' 5-4' 48' 4S LOWITUDINAL TIE— DOWN 9PAOING TABLE � ON. ZONE 11 ft ZONE to El ft IF ! E° EA 00 OF r F,BTU iP" EAi SECTI011 �IiI. 9 EA SE[Qd1 illE e 3 44' 4 40' 13'-4' 3 52' 4 45' 4 44= 4 56' VERTICAL TIE —DOWN / FRAME TIE —DOWN ¢PACINU TABLE wt YAK 0 ZONE 1 ZONE al SPA* VAX Pot IlElatT AhDW AN, WA* OAX PER Nils i ANC �• FLOOR OOTH EAW OVERHANG 12'-Or 6 EACH SIDE 4'-0d 72` 37' 4'-0' 34' 40' TO 45' 13'-4' 6h EACH SIDE 4'-0' 72` 40' 1 4'-0' 38' 40' TO 45' 15-4' 6' EACH SK 4'-0' 1 w 1 40' 1 4'-0' 4Y 40' 10 45' NOTE: WHEN ANCHOR ANGLE FROM VERTICAL CANNOT BE RFr CALKS, ACHIEVED. ADD APPROVED STABILIZER PLATE. (SEE NOTE 15 FOR HOMES SET IN FLORIDA)`�°j' "•ss Nojwm�+ �.L •; P ✓ DARA APPRoMAt: APPROVED BY 1. SEE FLU ADDE1i o FOR ADDITIONAL REOMOENM ► �) :. '•, 2 TABLE BASED DN A1rCHOR �ORID1iG LOAD OF 3A150/ AND Du1Gd1Al DE TO OPPOg7E BEAfi e• �'. ' I::. J + . S"t Mar 25 ,2008 .1 VAX EAVE OVERHANG REFERS To OVERHANG AT SDE*ALE NOT "7 OR REAR y��f/ -1,- •�• FEDERAL MANUFACTURED HOME CONSTRDCTIDN AND SAFETY STANDARDS ..{I.. 4, TATTLES APPLY TO 144' 16O'. AND 184• FLOOR �� T'IIN 96 1/� I-6EAiA SPAOK IO8' WMVL� SIDj*A1L IEIMT Alt,9 If 1�1M�d'11 WE /.- .10 •• :t _ � -' M , po OVERHANG (6' OVERHANG MAX EACH SIDE OF 0011 'S��,'•.;�`l r: P 1 v P • : `~�� ,�I� ;� a STABLUR PLATES ARE REOIM ON SiDE*ALL ANOIORS AND LONGITUDINAL AWFLORS SET IN FLoraDA. SEE oWv RIRE 15C. ugcnVE VAROA 29. 199E4SU << 5��.n•'•• • �� JACOBSEN HOI4tE� N0R00� A� �AAE W °A D.Id.T. DATE' 12-11-07 REV. LETTER DRA i�IG nnE�U P,O. 80x 368 ® gLecTAac N[I�A� a �k ��� SUdI AIENALS AIE FROM 10 O4 FACING TABLES SAFETY PH�� 7) R. 72 LOIN 95 ��1 � N A 110. M DR G AD—TD-0087 ROOF" TO ROOF ATTACHMENT SECURE SITE INSTALLED ROOF DECKING WITH 7/16' X 1 1/2- X 16 GA, STAPLES (12) EACH SIDE OF MARRIAGE LINE TO EACH 16' O.C. RAFTER. SEE DETAIL 'A' 11' MIN. SITE INSTALLED DECKING OVERLAP FACTORY INSTALLED ROOF DE i ING SEE NOTE 12 MAY BE RIDGE BEAMS (SEE NOTE A14) A SEE NOTE 11 18' MIN. CROSS-SECTION REF. PG. RC-07-0044 SITE INSTALLED 7/16' MIN. ROOF DECKING SECURED WITH 7/16' X 1 1/2' X 16 GA. STAPLES. 2' O.C. MAX. TO EACH 15' QC. RAFTER. SITE INSTALLED RAFTER TO ALIGN MATH FACTORY INSTA: ED RAFTER BELOW. FACTORY INSTALLED RAFTER (CENTER SECTION) VIINOZONE' Ill ALL EXPOSURES (110 MPH) 20 PSF ROOF 10 PSF D.L. NDS01 '"""' C-FS3 - 88.01 NOTES. ENOIEU APPROVAL DAM APPROVAL: I. SECURE EACH 16' O.C. RAFTER TO RAIL BELOW WTH 2-110 X 4 1/2' SCREWS AT EACH RAFTER END. SITE APPROVED BY INSTALLED PITCHED RAFTER TO ALIGN WITH FACTORY INSTALLED RAFTER. (EA. SCREW TO HAVE 1 1/4' PENETRATION MIN.) 2. ATTACH MATE LIr'E RAFTER RAXS (OR RIDGE BEAMS) WITH Jun 09,2006 /10 X 4 1/2' SCREWS 9' QC. MAX SPACING, A�J Q,� NC I SEE AD-FA-0020 FOR GAP TREATMENT BE7VIEEN SECTIONS. John C. aden, f!'m, FEDERAL rANUFACfU D HOME K2 Enginwr". Inc. CONSMUClIONANOSAFETYSTANDMOS rT=JAC OBS EN HOMES ,►� ��,�,AM DNAVOM ARE BY. O.A. A °A�' 06-02-06 M' LETTM • SU m'�` S .Mom �� DRATMG TITLE: /j �� HARBOR. BOX FLORIDANC Suol HATETMLS AK PROLOFD 10 IK ROOF TO ROOF ATTACHMENT H SAFETY HARBOR. OR34695 REIP1011 Rt STM me um t DRAT�C NUMKR: PHONE (727] 726-1138 UPI eo..omL AMO swat FDw Dnos AD-PR-7002 -. _ .. .�_. -•- -� --- - 60 21 "_33 1"' END ZONE RAFTER/OVERHANG ASSEMBLY ALT. CONSTR. RAFTERS 2 X 6 ODUOKER 19' O.C. MAX. BETWEEN OUTLOOKERS . / ---.'O, QC v.._ '--2 X 6 OVDMG FASCIA THIS TRUSS NSTALLED ON SITE BOTTOM CHORD 160' DOUBLED END ZONE RAFTERS TYP. 16' O.C. 19' •-C A_MAx. 48*0 MKE 2 X 4 NAILING BLOCK (INSTALLED ON SITE) MIN. (3) .131 X 3 NAILS FROM NAILING BLOCK INTO RIM PLATE OF ADJACENT SECTION OF UNIT, AND . MIN. (3) .131' X 3' NAILS FASTENING FASCIA INTO END OF NAILING BLOCK 2 X 6 OUTLOOKER 19' O.C. MAX. BETWEEN OUROOKERS ALL OUTLOOKERS SHOWN ARE 2 x 6 SPF /3 FLAT SEE CHART FOR FASTENING OUTL.00KNR TO TOP CHORD -MULTIPLE TRUSSES FASTENED TOGETHER W/MIN..131' X 3' NAILS OR MIN. 7/16' X 2 1/2' X 15 GA. STAPLES 16' O.C. MAAMUM INTO TOP & BOTTOM CHORDS ONLY. 2 X 6 FASCIA FASTENED TO OUTLOOKER `— 2 X 6 OVERHANG FASCIA END ZONE ASSEMBLY W/IBN. (5) 7/16' X 2 1/2' X 15 GA NOTE: STAPLES OR MIN. (3) .131- X- 3' NAILS (SHIPPED ASSEMBLED FOR SITE INSTALLATION) OUROMM TO NO OF 1HE �� (TYPICAL AT ALL CENTER BRACES) IN THE ENDZONE PER FASTENER OIART. SNCLE TRUSS ONLY RE01D OUTSIDE OF 3 FT. AREA SS MAY BE PLACED ON EITHER SITE E. NDS01 NOTES: 1. ALL TRUSSES LOCATED WITHIN 36' OF THE END OF THE SECTION TO BE DOUBLED. 2. SEE OTHER DETAILS FOR TYPICAL ROOF FRAMING. 3. EACH TRUSS IN END ZONE AREAS ARE REQUIRED TO BE FASTENED PER AD—PR-7002. TYP. OUTLOOKER FASTENING: FASTENERS- QUARM.. PENEIRATIOIx 331 PD NAIL 5 1 1g 15 GA. STAPLE 8 1' #8 SCREW 2 1' (ItI L T�) OUILOOM FASTi M MAY BE ➢WALLED MANDZONE 111 FROM TOP 00D DOS F PEIETRAIION ALL EXPOSURES IS MAINTAM (110 MPH) 20 PSF ROOF 10 PSF D.L. `"L`S. C-RC-197.01-197.02 "v'T-7(o8-- I;. John C. Doe6an, •K2 EngbaCTing; Inc. APPROVED BY INFeb 05,2008 1*4 INC. FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS JACOBSEN HOMES INM SPOOMMONS No MUM ME DRAM � O.A. DATE 1-29-08• P.O. BOX 368 ORIONAL. PROPRETARY, NO CMEKHMt W70M OF 44COBSEH MNNFAMMIND DRAWING TITLE END ZONE RAPIER/OVERHANG ASSEMBLY OWED w_ M" mm" ARE p1� m SAFETY HARBOR, FLORIDA 34695 NVIDIT M Sr= PUI9M MO MUST E DRAWING NUMBER: PHONE (727) 726-1138 IBPT fAN INTIAL AND SE 0 OW O!KrL AD—PR-7003 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE EIEYATION . SHOWING TIE —DOWN SPACINGS. TYPICAL CROSS SECTION .. SHOWING TIEDOW NS SET AMU WAD 6 11 TROY SITE OF Nx ITP.) TIP. TLOat FIGURE 10.0* TV. ANDIOR Mal QT APPRm S1ABIUMI 0 xam WIN mm SNAFT 1E3m FIGURE 10.1 3 SEE NOE 5 FOR y MUAA1 NTDIT 1NNDZONE R/IN (110 MPH) \ 20 PSF ROOF 10 PSF D.L N YAIIEs,� E Ent %'_ 4 r'o BAPIA APPROVAL: I. SEE AO-10-mB5 FDI1 SaAa+c SEE AD-TD-= FOR aAANTY OF LOWTUDIAL IE-DOWN STRAPS REQUIRED. f A.-PP.oVBD eY L �, : ,a ON 3. SEE 01HEA DETAILS FOR BLOOaK (PER) QUANTITY AND OTHER RECUIREMENTS. - d1 Q ',', 4. SEE FIAT ADDENDUM FOR ADDITIONAL REOUAREVENfS ;' :00o Dec 13,2001; S ZONE 2/EXPOSIN.C: 44' HA�DM HEIGHT ZONE 2/DPOSUBE ro': 2r HAWK HWff I N C .. i : ZONE 3/EI�091NIE r: 44 _MAb1IAI N06NT 10.6 a ` . FEDERAL mmmAC711RED HOME cOHSTRSM T1DH AND SAFETY sTAHDARDs ZONE 3/EA►OSANRE b•: ]5" MAAMAR 1E1WIT �. P •.� ,!` ; �.' G-SIOEINALL 5. JkLL VECFXAM G ARE BASED ON 20' ROOF ANGLE MAIL AND IOE• MAIL NO rj+�C'• ;C� ♦f cJq JACOBSEN HOMES NOTICE ��7tI 1x= mm 00 btgffl= AK R.R. 11-28-06 REV. LE11M DRAVM DILL: ' FIGURES 10.0 AND 10.1 0IIg1AL ETM• AND W1FT ENM MAXWLS OF AACOM MANIFACtAONC \� P.D. Box 36e MC 20 MAIENJILS AK PN40E0 TO N[ DRAWM NUMBER: AD—TD— 0086 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1130 KMMF FM VWM RRP= AND MW IN Pur CDlYWONVAL Am soft FROM c"n - 22 59 ADDENDUMVIAoR 108" HIGH SIDEWALL TIE -DOWN SPACING TABLES S�� �. �b 1 Y ZONE II & IH/EXP.. C & D �� 0 LONGITUDINAL TIE -DOWN- SPACING TABLE : (+s MN. WN ME 1 IND ZONE 19 V FLOOR UK 4n mm UK on mm WIN EA aD DF Mai U DD aF A IRE 0 EI` SEClldl mx I EA SE0001 WL I 2S-4' 2 5T 3 43' - - - - 24'-0* 2 62' 3 45' VERTICAL TIE -DOWN FRAME - TIE -DOWN SPACING TABLE MIN. MAX - WIND ZONE I WIND ZONE N YAOM OVEIWG SPAM Lm mom mu SPAM AN010t ANQE LOAD 23'-4' 6: 6'-8' 31501 49' 5-4' 3150 45' 24'-0' 6' S-8' . 3150 49' 1 5'=4' 31501 45' IONGITUDINAL TIE —DOWN SPACING TABLE MIN. WM ZONE I 19ND ZONE 19 FLOOR MK OTT ANM UK om moo WIDTH EA Do or ANf1E EA DO of AROE �V O r� EA SEC" MCI. I EA 9001 1NL I 23'-4' 3 48' 4 4Y 24'-0' 3 57 4 -45' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE WIL MAX WIND ZONE I NO ZONE 19 FLOOR WDTHOIiE ANG SPAM OL Km low Alm MESPAOIIC Ron ANG1i l4� 214' 6" 5-4' 31 - 47' 4'-0' 31m 43' 6' 5-4' 31501 47- 4'4 3150 43' 108` MAX SDEWALL HEIGHT WWOZONE 0,411 (110 MPH) 20 PSF ROOF 10 PSF O.L REF CALLS. ' t`01111sfttit�� i NOTES: DAM APPROVAL: 1. SEE FULL ADOM M FOR ADDITIONAL REWtitF110(1S. � � G�� 'Q ��,� ✓ • � APPROVED BY Z SEE AD-M-M FOR MAIDWM PO NEl00 REQUIRED FOR THE LO .�, TABULATED A80VE. s J ��. {`'Y u 00o ON - DNCec• 13,2006 • a I. ' y STATE: C • (C � ij �. V FEDBiLL MAIUiALTIrED NOT E COIISIRNCfMIl1 ARD SRFEIT STAi10MDS . O��O r `� JACOBSEN HOMES 1HESESPfDNJNWnC&smmomAmmmE R.R. °A�` T1-28-06 — 1Er P.m BOX 368 UMAL MtDT=4ft AND ixmvne MAMMALS Of ACDSSTN MAN IFACUNC &C SM WAmras AK FRW= W rK DRAMNG ATLE 108' HIGH SIDEWALL SPACING TARB SAFETY HARBOR, FLORIDA 34695 PHONE 729-1138 193XW rp[ 47tLttt ANOD AM Kff 11 my Oman x no swo ram Oros DRAYNG NUMBER: AD-TO-0085 ' ON SITE PITCHED ROOF DECKING INSTALLATION Tr. ROOF FRAMING 16" MIN. DECKING ` 16' ON CENTER OFFSET TRIPLE WIDE CENTER SECTION PEAK - - - - - SITE- INSTALLED DECKING ON PITCHED NO BLOCKING REQUIRED TRUSS N do REMAINDER AT CONTINUOUS PANEL BOTH OUTSIDE SECTIONS FULL 11 $ ROWS OF SHEATHING) SEAMS BETWEEN TRUSSES � SEE OTHER DETAILS TO SECURE SITE INSTALLED PITCHED TRUSSES TRIPLE WOE MARRIAGE LINE MIN. WIDTH PER SHEATHING REQUIREMENT MANUF. INSTALLED DECKING TO HERE APA RATED ROOF DECKING (OR EQUAL) YNNDZONE RI ALL EXPOSURES (110 MPH) 20 PSF ROOF 10 PSF D.L jr1OTE1 5ENMEER APPROVAL• DAPIA APPROVAL: 1. 1/8" MAXIMUM GAP AND 1/16" MINIMUM GA> BETWEEN DECKING PERPENDICULAR AND PARALLEL TO TRUSSES. APPROVED BY 2. ROOF DECKING MATERIAL TO BE 7/16" APA RATED ROOF (24/0 Revised SPAN RATED) DECKING (EQUAL OR BETTER). j0'(1;1 C- C;0 d? s, n. F :-- Oct 29,2007 3. OTHER TRIPLE WIDE SECTION (NOT SHOWN) WILL BE THE K2 �iTy: ii:�il:l�, !iir,.W I n I( 4. FASTEN DECKING TO ROOF FRAMING WITH 7/16 X 1 1 /2" X 15 GA. STAPLES AT 3' 0 C EDGES AND FIELD HOMES >� 11A� DRA1� A� FEDERAL SAME DECKING PATTERN. co OOV WLAL. PROP8IETARr, AM CONFlOLNAAL P.O. BOX MATEiM Or=BSEII MAIAAA•ACAIM low 368 SAFETY HAR80R, FLORIDA 34695 NC. gxm MATm4s ARE PRmn m tre REOPEx[ F0t SPIXIM M00 NO FMI£ PHONE (727) 726-1138 JUT OMtWMAL Me 56 v fAm OHM YANUFACfURED HOME CONSTRUCf10NAND SAFEiY STANDARDS INN BY: DATE REV. LETTER: O.A. 1 a-24-a7 IN1NC nTLE: n ON SITE PITCHED ROOF DECKING INST. A INLNc WAM AD-PR-7004 58 23 SITE INSTALLED PITCHED ROOF VENTING TYP. 50 SO. IN. ROOF VENTS (SEE AD—PR-7006 FOR QUANTITIES) TYP. 100 SO. IN. CUTOUTS FOR - VENTILATION OF ROOF SECTION (SEE AD-PR-7006 FOR WANT1TIES) FLAT CENTER SECTION OF ROOF INSTALLED AT MANUFACTURER TYP. ROOF INSULATION - / CEILING PANEL—/ CENTER SECTION (FLAT TRUSS) MARRIAGE WALLS MARRIAGE WALLS FLAT CENTER SECTION NOTES: SITE INSTALLED CENTER SECTION OF ROOF APPROVAL APPROVED BY Revised Oct NC.' 25,2007 I FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS ` NOTICE: DRAM BY: DATE: REV. LETTER. ❑�� JACOBS EN HOMES THESE 5 cm=& Aw oRAwNGs ARE O.A. 10-24-07 ORKWAI.. PROPRIETARY. AND CONFWTIAL DRAWING 111I.E: / MATERIALS OF JACOBSDI MANUFACTUMG SITE INSTALLED PITCHED ROOF VENTS '/�` ❑„❑ P.O. BOX 368 DIc SIM MATERIALS ARE PROVIDED M RE SAFETY HARBOR, FLORIDA 34695 RECPENT FOR 9ECM M NSES NO MUST BE DRAWING NUMBER: PHONE (727) 726-1138 KEPT CONFIDENTI& AND SECRET RIOM OTHERS AD—PR-7005 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE —DOWN SPACINGS TYPICAL CROSS SECTION I I SHOWING TIEDOWNS TV- Rm N12101I mu SET Now mm FIGURE 10.0 FIGURE 10.1 REF. NOTES% 1. SEE AD AD-0083 FOR SPAM TAM 2. SEE AD-7o-0083 FOR OUAHTY OF LMTUDUL TE-00IIN STRAPS REQl1 M i SEE OTHER DETALS FOR BLOCMG (PER) OUM71TY AND OTHER REQUIRE110I7S. 4. iM FULL ADDMM FOR ADDITIONAL REOU9RELE7 M 5. ZONE 2"OSM 'C: 367 MAXIMUM NIGHT ZONE 2/0 P0SLK V: 27' MAXMIUM HEIGHT HOE 3/0HPOS M 'C': 38• MA>DMUM HEIGHT ZONE 3/E7 MRE b': 32' MAMMUM HEIGHT 6. ALL S WICAUM ARE BASED ON 20' ROOF AWE MAX_. TIP. Oi0S5-IEI� SEE HD1E S FAH Ai10101 MIGLE IIMNOZONE IN (110 MPH) 20 PSF ROOF 10 PSF D.L. G"P�'F� APPROVED BY Q ..►• e'� FEDERA!.61ANUFACTURED HOME %% CONSTRLIC110NANDSAFEIYSTANOAfiUS x°'erg` JACOBSEN HOMES TfFStE SAm1GT10K AID HIIII►1T/Hcs ARE OROM FO PINETARY. MID COFMTTAL P.O. BOX 368 MATUMS OF 4MMM 11 YMDPACTIDs1C SAFETY HARBOR FLORIDA 34695 FaTmT FII m mw= NO 1 ARE MW 6T K PHONE (727) 726-1138 IRT 0XI MINK RD S M FROM MIS B>1: REV. LEnER: M.T. �� 07-20-04 11 '�`'FIGLIRES 10.0 AND 10.1 �c IMIM FR AD—TD-0084 24 1 57 ADDENDUMG��Es - SPA ING 101 S O 108" HIGH SIDEWALL TIE -DOWN TABLES p 1 ZONE II & HI/EXP. C & D . LONGIT INAL TIE -DOWN SPACING TABLE �+1 MIN. WND ZONE I WIND ZONE d GTr ANOim MIL QIX ANCHOR �J FLOOR WIDTH OF Ell iO ff �Q socnoii Se K wl B ESL s=cnaEE iol e L 26'-8' 3 42' 3 53' 3 5T 4 45' VERTICAL TIE -DOWN / FRAME TIE -DOWN i SPACING TABLE MIN. MAX WIND ZONE I WIND ZONE II SPAM DEL WA ANCHOR ANGLE SPAM oBi� M0IOR ANCLE EAW T WIDTH OVERHANGOVERHANG LOAD 26'-8' r V-8' 31501 40 -50' 64 31501. 40 -50' 30'-8' V 6'-8' 31501 40 -50' 6-4' 3150/ 40 -50' LONGITUbINAL TIE -DOWN SPACING TABLE MIN. . YNI� ZONE I WIND ZONE III FLOORDI NO ff rSECTO ANOICft AN(iE IML EA. END ff mom ANQE MIL EA SEC" MIL 9 O� 9 26'—Ir : 4 41' 4 5T 30'-8i 4 51' 4 70' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAx WIND ZONE I WAND ZONE 0 SPAM I= MOTOR MCLE SPAM LOAD ANOiCft M E WIDTH OVERHANG 26'-8' 6' 5-4' 31501 40'-50' 44 31501 40 -45' 30'-8' 6' 5-4- 31501 40'-50' 4'-0' 31501 40 -45' VYINLIZONE M (110 MPH) 20 PSF ROOF 10 PSF D.L REF. CALM lot 3f.,. ++',.a6I61f EN Il: i DAPIA APPROVAL- NOTES • APPROVED BY 1. SEE FULLADOEHIIIII FOIL 1Il1a1K#iAl REatDREIIEHti No.0045484 f 2 SEE AD-11-001% FOR MAYMN PER HE1 M REOURm FOR THE LOADS ■t TABU.AIED ABODE. ++ G/ ...•,,.. �.- _. STE FEDERAL MANUFACTURED HOME ++ N(j\ CONSTRUCTION AND SAFETY STANDARDS +1+ RED E JUL �, 7 2W4 JACOBSEN HOMES NOTICE: 11m c►� Am mAmws AmM•T• DRAMI Or DATE a�-2o-04 REV. LETTER DRAING TITLE: 108' HIGH SIDEwALL sPAaNG TABLEs Ll P.O. Box 366 OrMAL PKFF ETWI NO cOfwr AL 1i1URIAS OF OZOMM MACRON W_ SUCH MAMIA13 ME P1t A" 10 11HE DRAWIG NU11BER: AD— TD-0o83 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 Iit>p'EIIT Fat 9Si1C P ftl'= NO M E IEPT O7F10ewIAL� AND sax>:£F FROM OWK ROOF VENTING / MARRIAGE WALLS TYP. 100 S0. MN CUIOUTS FOR VENIXATION OF ROOF SECTKN fir (SEE CHART FOR REOMMENTS) ■� 100 SO. IN. CUTOUT VENT HOLES REQUIRED IN FLAT ROOF SECTION (1607 X SECTION LENGTH: CU10UT HOLES: = 0 TO IY-6' 1 15-6' TD 31'-3- 2 31'-3' TO W-10' 3 'W-10- 10 6 -6- 4 62--6 TD 6R-0' S Ixj I I MARRIAGE WALLS FLAT CENTER SECTION OF ROOF FACTORY INSTALLED I I MARRIAGE WALLS / LOW VENT LOW VENT i ■r i ;r 050 SO. IN, VENTS REQUIRED 3 HIGH VENT IN SITE INSTALLED TRUSS SECTION it W _ _ _ _- _ CENTER LINE OF CENTER SECTION 1160') II SLC101 tocla "m vm ►a ve ID A'-S NO[ NOW 31'-S ID r6- 1 AD( 46'-w 1067-C 2 1 [A. 90E 67 A Id-D' 3 2 EA. SE 4N ADONO+ ID OYDOW *NIS •"� TTP. 5D S0. iK ROOF VENTS LOW VENT (SEE CHART FOR REOUREMENTS) LOW VENT MARRIAGE WALLS SITE INSTALLED CENTER SECTION OF ROOF, JACOBSEN HOMES _ P.O. BOX 368 SAFETY HARBOR FLORIDA 34695 PHONE (727) 726-1138 J ac 0 z W APIA APPROVAL: ROVED BY JUt4 1 4 INC. MANUFACTURED HOME tCT10N AND SAFETY STANDARDS NOTICE: DRAWN BY: DALE RfV. LETTER R.R. 01-22-04 THESE SPEMICATmNS AND DRANNKS ARE ORIONAL PRWKTARY. AM COW MIK DRAWING TITLE: IAMERuu OF Acoesa MAI"EACA"W ROOF VENTING W_ S"Oi UAITtgS ARE PWWW 10 K REOPDO fat WIM ROM W WS1 OF DRAWNG NUMBER IVY cmmt wul Ago s u nmr 0II'm AD-PR-7006 66 25 PITCHED ROOF EXTENDED VENTS I - ADDENDUM SITE INSTALLED VENT CAP OR SOLAR TUBE SITE INSTALLED FLEX DUCT (SEE DETAIL •A•) SITE INSTALLED VENT CAP SITE INSTALLED CENTER ,SECTION OF ROOF �-- EXTEND FLEX DUCT 3' ABOVE RAFTER SHEATHING FLEX DUCT (FACTORY INSTALLED) FACTORY INSTALLED SHEATHING - FACTORY INSTALLED CENTER EXTEND PIPE 3' ABOVE SHEATHING SECTION OF ROOF PLUMBING VENT (FACTORY INSTALLED) TYP. CONNECTION TO VENT FAN, SOLAR TUBE, OR EXTEND TO RANGE HOOD MARRIAGE WALLS CEILING PANEL MARRIAGE WALLS SITE INSTALLED PLUMBING VENT PIPE (EXTEND 3' ABOVE ROOF) (SEE DETAIL 'B7) FACTORY INSTALLED FLAT CENTER SECTION VENT CAP (OR SOLAR CAP) EXHAUST DUCT SPLIT AND FASTENED TO ROOF DECKING OR BACKER WITH MIN. 4- 8D NAILS IN LIEU OF FASTENING DUCT TO VENT CAP. .` SITE INSTALLED FLEX DUCT SHEET METAL SCREW 0--'-'-FLEX DUCT (FACTORY INSTALLED) NOTE: EXHAUST DUCT (FLEX DUCT OR RIGID) SECURED WITH 1 SHEET METAL SCREW MINIMUM AND ALUMINUM TAPE TO SEAL AROUND DUCT AFTER SCREW IS IN PLACE. DETAIL 'A' NOTES: 1. FOR VENTS NOT SHOWN INSTALL PER MANUFACTURERS SPECIFICATIONS. Z SEE OTHER DETAILS FOR ROOF FLASHING INSTALLATION. 3. EXHAUST DUCT MAY BE RUN THROUGH EITHER A SOUARE OR ROUND HOLE CUT IN ROOF DECKING. 4. RANGE AND BATH/AIR DUALITY FLEX DUCTS TO BE SPLICED WITH ALUMINUM TAPE AS SHOWN IN THE DETAIL ABOVE- S. SECURE SITE INSTALLED PLUMBING VENT PIPE INTO COUPLER WITH APPROVED GLUE. NOS JACOBSEN HOMES " 1HTESE SPEFIICATIpS AIID ORA11NG5 ARE ORKaIAI. PROPRIETARY. AND CMIDENWIL „ P.O. BOX 368 VATEIMAS Of 44008SEN YAIWACAIRN6 NC. SUOI MATE1MlS ARE PROVIDED M THE SAFETY HARBOR. FLORIDA 34695 RECIPIENT FOR SPEon[ PIS AND "I BE PHONE (727) 726-1138 IvT DaioDnuL so SECRET flu OTTERS PLUMBING VENT ROOF FLASHING (SITE INSTALLED) VENT PIPE (SITE INSTALLED) COUPLER m (SITE INSTALLED) ' VENT PIPE (FACTORY INSTALLED) DETAIL ' B' APP OVER BY JU14 '. INC. FEDERAL ANUFACTURED HOME ' CONSTRU TION AND SAFETY STANDARDS DRAWN BY. DATE: REV. LETTER: R.R. 01- 23-04 DRAWING TITLE: PITCHED ROOF EXTENDED VENTS DRAWING NUMBER: AD-PR-7007 ALTERNATE 'OFFSET UNIT TIE -DOWN SYSTEM rf II vil _III Ifl -III II WAX PER AD-TD-OOED TABLE I WAX — PER AD-m4W TABLE %FSET SECTION OF UNIT OR LID-ID-00 TABLE FIGURE 12.0 SEE FIGURES 11.1 AND 11.2 FOR PER 0-m-0OTO IML CR AD-TD-00 TABLE PER AD-TD-0070 TABLE MAX OR AD-TD-0010 TABLE SEE CllCGS, P&I G-sd- 11.0- SECTION NOTES: ERCI1rEFg TEq ••! ''; 1. SEE AD-TD-0080 FOR SPACNC TABLES (OFFSET SECTION DNLY), j : •Q� No.32 O 2. SEE AD-TD-0080 FOR OUANITY OF LONONDI& TIE -DOWN STRAPS REOUIRED. 2 � 91�334 (OFFSET SECTION ONLY) * mes ; lli 3 SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REOUIRENENTS. T: -O ST I L ; • w 4. SEE AD-TO-0001 FOR ADDITIONAL REOUIRENENiS. � v APPROVAL: LD 5TRik' T@iNA.. DSAFEFT'ST NOTICE: DRAWN BY: DATE: REV. LETTER: J A C O BS E N HOMES THESE SDEUF1CA110N5 AND bRAMNCS AA[ R.R. 5-9-01 ORIODIAL PROPRIETART. ARID COWM11AL DRAWING TITLE: P.O. BOX 368 UATERIALS OF ACDBSETI 1MNUFACTUIM FIG. 12.0 SAFETY HARBOR, FLORIDA 34695 DC SUCK NATERUIS ARE PROVDED TO THE PHONE (727) 726-1138 KEPRECTICCONnMIIFOR IAALL NO SECGK RET AND MUST ETF W DTHDS �AYANG NUMBER: AD-TD-0082 26 55 ADDENDUM SITE INSTALLED SHINGLE AND UNDERLAYMENT OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION Off-SETb S 1WNG IE-OOWW SPACINGS fffffff�� =1 - - - MAIL PER AD-WD-0100 TARE I MAX PER AD -AI-= TARE PER AD-TD-0070 TABLE PER AD-"70 TARE OFW SECM OF OR OR AMI-TO-0010 TARE OR 0-M-00 TARE OR AD-TD-0010 TARE FIGURE 11.0 Sly FI GURB 4.0 MR AL4ME Ne-DDVN IMMD TYP. CROSS SECTIONS) SHOWING TIMOWNS SEENOTE 5 FIR MAWN HECHT [ (TARES ON AD-18-0000 00 NOT APPLY TD 1HE'E STAMm IlKl_m SL3.'OOIIS OF TIE LIIR -SEE WE % AO-M-M] TV RU SY M--7 1— AMQIIL Alm —I R IF I— MR ANGLE ARGLE ANGLE p 6 F l C q/ �G FIGURE 11.1 �/--sU- SO MM &0 MR AL!ffiII M =-DOE sa TV. M iM ANGLE—M R ("c�' 19,olFIGURE 11.2► �.08 01 FOR ALII>>S = Ul-DOIN 1Di1tii0D 1. SEE AD--TD-0000 FOR SPACING TABLES (OFFSET SECTION ONLY ."~ ' �t . 'q t . F I C'' •.. 2. SEE AD-TD-OOP FOR OUANIY OF LON(iIUOIAI Tf-DOMM STRAPS REQURED. " (OFFSET SECTION ONLY) 0. 00454 _ • SEE OTHER DEFALS FOR BLOCIONG (PER) QUANTITY AND OTHER REWRE)MENTS. 4. SEE AD-1D-0001 FOR ADDITIONAL REQUIREMENTS. 5. ZONE- 2/EXPOSURE 'C': 48' MAMA HEIGHT p ZONE 2/D)0'06URE b': 46' MAXIMUM HEK* T-36' FOR 12'-O' WIDE UNITS F fi[ „ P ; •� (� ZONE 3/0(POSURE 'C': 48' MAXIMUM HEIGHT ' . , �{ j 1�• • (� ZONE 3/EXPOSURE V- 40' MAXIMUM HEIGHT UAMA A17'KOYAL PPROVED BY ,TUN I � SINC. UFACTUED HOb1E NAND SAFETYSTAN0ARUS JACOBSEN HOMES N0nC4 �r' rN TMM SKCM7M AM MAYM AM : pRANM - - M-L DATE 6-8-04 REV. lFT1ER ORGOU , PROPRIETARY, AM caNFMTiK MASS OF aAcaesoM IANUFAc"'r M DRAWING nwe FIG. 11.0, 11.1 & 11.220 P.O. BOX 368 ARE PWADED TO THE DWI - /L1\ SAFELY HARBOR, FLORIDA 34695 ITT F»� WO0 AND NO DRAW �O PHONE (727) 726-1138 IILIPT OO wmAL ND SL'L a INN O➢FRS AD-TO-0081 FRO INSTAU.ED 15/ FELT MIN. INSTALLED OVER THE FACTORY INSTALLED UNDERLAYMENT WITH A 6' MIN. OVERLAP AND A MIN. 6' WIDTH OF ROOF CEMENT. 15# FELT TO HAVE A 6" MIN. OVERLAP 15/ FELT ALSO CEMENTED WITH A 6' WIDTH AROUND AND A MIN. 6" WIDTH OF ROOF CEMENT ALL PENETRATIONS OF THE UNDERLAYMENT AND THIS ALSO APPLIES TO ENDLAP SEAMS. PERIMETER OF ROOF. I -q r -1 r -1 r 1 r= r I FIELD INSTALLED ROOF SHEATHING (TYP.) f i f f f i?I 6" WIDTH OF ROOF CEMENT YMEN w OPTIONAL 15f FELT IS INSTAL.LED_ us f � I r -{ — f OPTIONAL LAYER OF 15/ FELT i t I I 1 I l I f 11 f I f 1 f I f I I f I I f I f l Ls r, I ONE-PIECE SHNG E ' UNDERLAYMENT ROOF SHEATWIG (TYP.) THIS ROW OF SHINGLES TO BE FIELD INSTALLED AFTER THE UNDERLAYMENT HAS BEEN INSTALLED. THE LAST COURSE OF FACTORY INSTALLED SHINGLES TO LEAVE A MINIMUM OF 6' FROM THE TOP OF THE SHINGLE TO THE EDGE OF THE FACTORY INSTALLED DECKING FOR UNDERLAYMENT OVER LAP OF 6' MINIMUM. 1 /2' TO FASTENING DETAIL WINDZONE III (110 MPH) ALL EXPOSURES NOTESe ENGUM APPROVAL_ DARA APPROVAL 1. CEMENTING OF OPTIONAL 15# FELT IS NOT REQUIRED IN ANY AREA APPROVED BY EXCEPT WHERE NOTED. Revised 2. FASTENING OF OPTIONAL 15/ FELT IS NOT REQUIRED. (FASTENERS APPLIED IN P1 (,NC. ct 29,2007 ARE JUST TO HOLD FELT IN PLACE UNTIL SHINGLES ARE INSTALLED.) jOM7 I,iQC'�?fiII N . 3. SHINGLES INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS KZ Engi icc;039, ITTG. EDST L CMNKANUAC SAFE NYSE NSTRUCfgN AND SAFETY STANDARDS ONLY WHEN SPECIFIC APPLICATIONS ARE NOT COVERED. JACOBSEN HOMES NOm AND T„Eg s�EOTTcaTlorts AND ow,,.ks,wE DRA11M.sY: O.A. DAME 10-24-07 RD' LETTER: P.O. P.O. Box 368 SAFETY HARBOR. FLORIDA M95 PHONE (813) 726-1138 OPoIXNAL. PR*fM7MX ANO COIFDWRAL MAMOALS OF 44COOM IIAIWAMMM N910EI C MATERIRS ARE PROM TO ilE REOPW FOR SPEWc PtprORS A1D wu m KM CMMDM AID SEOV RM OHM H DRAWING TITLE- SITE INSTALLED SHINGLE AND UNDERLAYMENT DRAMNNG NUMBEE AD-PR-7008 54 27 TYPICAL FLASHING INSTALLATION ' ROOFING TAR UNDER NAILING FLANGE AT ALL FASTENERS TYPICAL SHINGLE ROOF ROOFING TAR APPLIED OVER TYPICAL FIELD INSTALLED RAFTER FASTENERS AND UNDER ALL SHINGLES OVERLAPPING THE ROOF FLASHING. .105 X 1' MINIMUM ROOFING NAILS OR .113' X 1' MINIMUM NAILS MAY OPTIONAL SHINGLES MAY BE APPLIED TO BE USED IN LIEU OF STAPLES FOR FASTENING FLASHING TO ROOF. COVER ANY ROOF VENT FLANGE BY SECURING THE SHINGLE TO THE FLANGE AREA WITH ROOF- ING MASTIC (TAR). OPT. SOLAR TUBE INSTALLATION TYPICAL SHINGLE ROOF SOLAR TUBE DOME. WITH NAILER FLANGE. SECURED TO ROOF. ON TOP OF UNDERLAYMENT. AND TOP OF FLANGE UNDER SHINGLES. WITH BOT70M OF FLANGE OVER SHINGLES (BOTTOM FLANGE MAY BE COVER WITH SHINGLE TABS SECURED WITH AN APPROVED CAULK). TUBE SUPPLIED BY SOLAR TUBE MAN. DAPIA APPROVAL NOTES 1. ROOF FLANGE FASTENED TO SHINGLE ROOF WITH MIN. 1- X I- X 16 GA. APPROVED BY STAPLES 6" O.C. (SHINGLES APPLIED UNDER LOWER END OF FLANGE). -$,j9T0wmwaml IH 1 N c• FEDE ALMANUFACTURED HOME CONS RUCTION AND SAFETY STANDARDS JACOBSEN HOMES NOTICE: oM MSE SPECOXAT" NO AMM DRAWN BY: M.T.T. DAIS 02-04-04 RLETTER EV. DRAWING TITLE: ORIGKAL. PROFRCIA". NO CONnDENTM Q, P.O. BOX 368 MATOWS OF IAW fACIOR>N6 NC SU01 MAURULS ARE PROVOG TO 1K TYP• FLASHING INSTALLATION DRAWING NUMBER AD-PR-7009 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RTOPEMI FOR SPEf1C PLWW AID MUST Ii PVT CD#MUq 00 SEo¢I rR M OOM ADDENDUM �R�s OFFSET UNIT TIE -DOWN SPACING TABLES ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE (+1 MIN. WIND ZONE II WIND ZONE IN V FLOOR ► K OTr. AHM WL on MCHO t WIDTH EA. END OF MHiE Ell END OF MIGIE EA SECTION III. a EA SEC11OI1 IQL e �� 3 4T 3 61' 14 2 54' 3 41' 1" 154' 2 1 54 3 41' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. VMD ZONE B WIND ZONE In SPAM W AVON ANGLE SPAIM DBLHE AMHOR ANaE WIOO OVERHANG EAVE 12'-0' 12' 5'-0' 31501 40' a-O' 31501 39' 13'-e 12' 5'-0' 31501 41' 4'-0' 30001 40' 15-4' 12' 5-0' 31501 43' 4'-0' 30001 42' LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE I WW ZONE 11 N9 Y.O ANCHOR MIL Qil M,al OR FLOOR v WIDTH DID EA END OF mu EA ENO OF IWaE r� EA SECTION IW. a EA SECTION INL e 12'-0' 4 45' 4 60' 114 3 45' 3 60' 3 45' 3 60' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE 1 WM ZONE 81 SPACHG EEL WAMDHOR LDAD AN(iE SPACNG DBL HEAD LDAD MILE FLOOR WIDTH EAVE OVERHANG 12'-0' 12' a-0' 31501 40' 3'-0' 30001 38• IT-4' 12' 4'-0' 30651 41' 3'-0' 30001 39' 15-4' 12' 4'-0' 3001 43' 3'-0' 30001 41' NOTES:c�+l,Gs, C- fl/ - jT6 r0�- ►(, . 1L ENGINEERPlI7ts•�f1#a, � REF. cALcs C- U- I?,.1 � I.J � v.' �Q r'a►d 17 r eo 1. OFFSET SECTION 1AIH THE MARRIAGE LIE WALL EXTMW4 BEYOND THE ENDWALL OF THE ADJACENT SECTION MIST BE TIED DOM AT THE MARRIAGE LLNE IN ACCORDANCE ��a� ��' ; • 171� 1 FI '9r ��y A i'�D BY IMTH THE TABLES THE SDEWALL SIDE ; ABO%E. AND THE ADJACENT SEC110N(S) ARE TO .BE TED DOWN IN ACCORDANCE VAIN THE NORMAL SPACING TABLES (SEE AD-TD-0010 : JUN FOR 12'-T & 13'-4' NUDES, AND AD-ID-0070 FOR 15'-4' MIDES� 2. SEE AD-TD-0001 FOR ADDITIONAL REQUIRDAENTS. • # a A SEE AD-1D-0081 FOR MAXIMLAI PER HEIGHT REQUIRED FOR THE LOADS TABULATED ABOVE. e ^ •J Q �4 •, LORL�4:••'(`�'�� � �J INC. AL MANUFACTURED HOME `^ 'u. •..... ..� JACOBSEN HOMES T1i5E sPEc1�ICAnau ACilo oRA '' '�� � ' es e r o / 4 i'''�ul. T. DATE 6-8-04 REv. LETTER DRAWING 117LE OFFSET SPACING TABLES �FP.O. Box 368 11Rxaw, I�RaPRETARY, MID ""7°° °F M"N� sllal MAtEraus ARE to SAFETYHARBOR. (727) 726FLORIDA 38 nG, � p DRAVNNG NIBIBER AD-TD-0080 28 53 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION _r I 1. SHOWING TIE -DOWN SPACINGS MAX PER AD-TD-OOI2 TABLE PER AD-TD-W12 TABLE PER AD-TD-W12 TABLE PER AD-TD-02 TABLE PER AD-TD-0012 TARE MAX TYPICAL CROSS SECTION SHOWING -TIEDOWNS FIGURE 10.2 SEE FIGURE ZO FOR ALTERNATE TIE-DOTN METHOD s SEE NOTE 5 FOR MAXIM N HEIGHT Aral R OFHOME ,� FIGURE 10, 3 SEE FIGURE 7.0 FOR ALTERNATE TIE -DOWN METHOD 1. SEE TO-0072 FOR SPACING TABLES AND VOTES 2. SEE AD-TO-0072 FOR OUANITY OF LONG17UDIAL TIE -DOWN STRAPS REQUIRED. 3. SEE OTHER DETAILS FOR BLOCKING (PIER) OUANTITY AND OTHER REOUD2EMETITS 4. SEE FULL ADDENIDLN FOR ADDITIONAL REOUROIENTS. 5. ZONE 2/DtPOSURE 'C: 56' MAXMUM HEIGHT ZONE 2/EXPOSIA2E •D': 56' MAXIMUM HEIGHT ZONE 3/0POSURE 'C: 56• MAXIMUM HEIGHT ZONE 3/DPOSURE V.- 56• MAXIMUM HEIGHT CALCS H ``� Ue�•'G�ST Eq • ��! ��' Q� No. FO ' 910334 dW.� :. STATE OF avQL,A�2 JACOBSEN HOMES NOTICE' THESETHESESPEOF)CATIONSAND DRAW9 S ARE ORIGINAL. PROPRIETARY. AND CONTIOENTIAL DRAWING P.O. Box 36B MATERIALS OF 44COBSEN MANUFACTURING SPHAR(OR.FLORIDA RIC SUCH MATERALS ARE PROVNED TO ENE R FOR SITCPC ROPOSES AM MUST BE DRAWINGO)726-38 CONFIDENTIAL AND SEUtEF FROM OIIM WINDZONE III (I 10 MPH) 20 PSF ROOF 10 PSF D.L APPROVED BY ON INC. FBBNaIY�NfAC1M®NOE 11DF�TI�+IDIIAIOFaFTarNMAlwa . x M.T. I DATE: 3-1-99 REV. FIGURES 10.2 AND .10.3 AD-TD-0073 J ADDENDUM GENERAL NOTES / TIE-DOW-INS • NOTES: 1. FRAME TIE -DOWNS SHALL BE INSTALLED TO PROPERLY SECURE THE HOME. 2. VERTICAL TIE -DOWNS ARE REQUIRED IN ADDITION TO THE FRAME TIE -DOWNS. 3. VERTICAL TIES MAY BE SECURED TO THE SAME GROUND ANCHOR AS THE FRAME TIE-OCWNS WY01 A DOUBLE HEADED ANCHOR IS USED AND IS CAPABLE OF RESISTING THE COMBINED LOADING. *14-P1 ANCHORS ARE NOT INSTALLED AT THE ANGLE(S) SPECIFIED IN THE TABLE(S), A STABILIZER PLATE MUST 6E ;NSTALLED IN ACCORDANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS. 4. FRAME TIE -DOWNS AND ANCHORS ARE NOT SUPPLIED BY JACOBSEN HOMES (TO BE SUPPLIED BY OTHERS). S VERTICAL TIE STRAPS MAY BE SUPPLIED BY JACOBSEN HOMES OR ANCHOR BRACKET MAY BE INSTALLED BY JACOBSEN HOMES FOR ATTACHMENT OF VERTICAL TIE STRAPS, IN EITHER CASE ALL ANCHORS AND END TREATMENTS ARE TO BE SUPPLIED BY OTHERS. 6. ALL GROUND ANCHORS AND FRAME DES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. GROUND ANCHORS AND FRAME DES ARE NOT TO EXTEND BEYOND THE EXTERIOR WALL OF THE UNIT. 1. STEEL ANCHORING EOUIPMENT EXPOSED TO THE WEATHER SHALL BE PROTECTED WITH A MIN. OF 0.30 OZ. OF ZINC COATING PER SQUARE FOOT OF STEEL 8. DESIGN BASED ON 95 1/2' I -BEAM SPACING AND A MAXIMUM SIDEWALL HEIGHT OF 8'-0* (82' I -BEAM SPACING IS ACCEPTABLE FOR 10' WIDE SECTIONS OF MULTI -WADE UNITS W/ 90' SIDEWAL HEIGHT ONLY). 9. LONGITUDINAL TIES SHALL BE INSTALLED ON THE INSIDE OF EACH I -BEAM AT THE CROSS -MEMBER LOCATIONS OR PER ALTERNATE DETAILS IN ACCORDANCE WITH THE SPACING TABLES AND NOTES 4, 6, 7 AI'M 16. 10. FRAME TIE -DOWNS SHALL BE 'WRAPPED' AROUND THE MAN I -BEAM (AS SHOWN ON DR CROSS-SECTION DETAILS) AND SHALL COME OFF THE TOP FLANGE OF THE I -BEAM WITH AN APPROVED BUCKLE OR LOOP. 11. ANCHORS SHOULD BE CERTIFIED FOR THESE CONDITIONS BY A PROFESSIONAL ENGINEER. ARCHITECT OR A NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE BASED ON THE INSTALLED ANGLE OF THE DIAGONAL TIE AND/OR VERTICAL LOADING AND ANGLE OF ANCHOR INSTALLATION At@ IwE OF SOIL IN WHICH TTIE ANCHOR IS TO BE INSTALLED. 12. GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12- ABOVE THE WATER TABLE. 13. GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES 14. 'ANCHORING EQUIPMENT SHOULD BE BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION D3593-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS. 15. ALL GROUND ANCHORS TO BE RATED FOR LOAD LISTED IN TABLES, TIMES 1.5 SAFETY FACTOR OR AN ULTIMATE LOAD OF 47251 (31501 DESIGN LOAD), WHICHEVER IS GREATER. VALUES IN THE TABLES ARE DESIGN LOAD VALUES. 16. A MAXIMUM OF TWO LONGITUDINAL TIE -DOWN STRAPS MAY BE INSTALLED AT A SINGLE CROSS -MEMBER LOCATION. IF MORE THAN TWO LONGITUDINAL TIE -DOWNS ARE REOUIRED (SEE APPROPRIATE SPACING TABLES) ADDITIONAL CROSS - MEMBERS MUST BE USED FOR ATTACHMENT OF STRAP(S) (OR SEE OTHER DETAILS FOR ALTERNATE STRAP ATTACHMENT). 17. LONGITUDINAL TIE -DOWN STRAP(S) MAY BE INSTALLED AT AN ANGLE NOT PERPENDICULAR TO THE CROSS -MEMBER TO WHICH IT IS ATTACHED (SEE NOTE 16) IF REOUIRED TO MISS PIER LOCATIONS OR OTHER OBSTRUCTION(S). 18. ALL FIGURES (DETAILS) SHOWN IN THIS SECTION ARE TYPICALS ONLY. REFER TO THE APPROPRIATE TABLES FOR THE REOUIRED NUMBER, SPACING AND/OR SPECS OF SPECIFIC TIE -DOWNS AND ANCHORS REQUIRED. 19. SEE OTHER DETAILS IN THE SET-UP MANUAL AND ADDENDUM FOR BLOCKL'NG P,EQUEEMENTS. ALL BLOCKING DETAILS CONTAINED WITHIN THIS MANUAL ARE APPLICABLE FOR AL ZONES AND ALL EXPOSURES. NOTES: THESE NOTES AND DETAILS ARE APPLICABLE FOR WIND ZONE 1I AND/OR WIND ZONE III. THEY ARE ALSO APPLICABLE TO BOTH EXPOSURE 'C' AND EXPOSURE V. SEE APPROPRIATE TABLES FOR SPECIFIC INFORMATION ON EACH. ENGINEER `91t"D �L,//A���4 DAFIA APPROVAL ���STF F2 ROVED BY A,,,,., . .Q No. O IENE8703571 �:� I JUN 1 5 INC. be swam JACOBSEN HOMES NOTICE: S AREIf THESE sPEOf1G11ON5 AND DRAWINGS ARE F1� � T�rq�` C.L.Y. DATE: 5-19-95 REV. LETTER ■ „ P.O. BOX 368 CRICINN. PROPRIETARY. AND WEIDFNTIAL MATERALS OF JACOBSEN MANIFACIURINC DRAWING TALE: TD-GENERAL NOTES A /, SAFETY HARBOR. FLORIDA 34695 LNG SUCH MATERIALS ARE PRO40 TO THE RECPQIT FOR SPECFIC W PO ES MO MAT BE 'jj\ DRAWING NUUSER PHONE (613) 726-1138 KEPT COIQOO Rk No SEC10 FROM OTIQK AD—TD-0001 52 29 ADDENDUM C1T`�F11 NORMAL TIE -DOWN SPACING TABLES Z ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III MIN. OTY. ANCHOR I N. OTY. ANCHOR FLOOR WIDTH EA. END O EA SECTION ANGLE YIN. 6 EA. END OF EA. SECTION ANGF u;N. A 20'-0' 2 36' 2 45' 0 1 24'-0' 2 46' 2 60' 254 2 1 50' 3 38' 26'-8' 2 1 54' 3 41' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE n WIND ZONE III SPACING DEL HEAD LOAD ARCHOR ANGLE SPACING DEL HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 20'-0' 12' 8'-0' 31501 40'-50' 6'-8' 3150b 40'-50' 24'-0' .12' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' 25-4' 12' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' 26'-8' 12' 8'-O' 31501 4T-50' 6'-8' 31501 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III FLOOR uN1 EA. END OTT. ANCHOR AN YIN.OTT. EA. END OFANGLE ANCHOR 0 WIDTH IO EA SECTION NN. B Ell SECTION WIN., B 20'-0' 2 50' 2 68' ��•Q 1 24'-0' 2 70' 3 50' 25'-4' 3 45' 3 60' 26'-8' 3 45' 3 60' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE 11 SPACING DOHUD ANCHOR ANGLE SPACING DBIL HEAD ANCHOR ANGLE FLOOR EAVE WIDTH OVERHANG LOAD LOAD 20'-0' 12' 5-4' 31501 40'-45' 4'-0' 3150# 40'-50' 24'-0' 12' 5'-4' 3150Q 40'-50' 4'-0' 3150� 40'-50' 25'-4' 12' 54 1 31501 40'-50' 4'-0' 31501 40'-50' 26'-8' 12' 5-4' 31501 40'-50' ,%%t p111111, '-0' 3150# 40'-50' CITES: ENGINEER` J0,c�i�� DAPIA APPROVAL' 1. SEE AD-TD-D001 FOR ADDITIONAL REQUIREMENTS. `�`��Q�:• GpSTE9'`.U�`�: N0.APPROVED BY 2. SEE AD-TD-D011 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS TABULATED ABOVE _ E N E8 _ it 5 OF INC •': �'' '`F'• . OIA '�� � i � � �� rExluLwrAt+nu�NaME wsTluaMa,A+osAT[TYswaMlLp JACOBSEN HOMES NDT'AN THESE sPEanunats AND DRA.ANGs ARE JORA�+m C.L.Y. DATE: 5-30-95 REV. LETTER: DRAWING TITLE NORM. SPACING TABLES ■ P.O. BOX 368 ULaNAL. PROMETARY. AND CONFIDENTK MATERIALS OF JACOBSEN IJANJFACT"G PROVIDED 10 THE SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 OJC SUCH MATEFCALS ARE REOPENT FOR sEcm Mrs no arse BE KEPT CWWT1AL AQI SECRET FROM OTIEM DRAWING NUMBER: AD-TD-0010 ADDENDUM. �g�s NORMTIE-DOWN AL SPACING TABLES %. ZONE II & III/EXP. C & D i LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE 0 WIND ZONE III ^ O FLOOR WIDTH UK OTY. EA END OF EA. SECTION ANCIM ANGLE URL a UK OTY. EA. DO OF Ek SECTION ANC IOR ANGLE UK 0 15-4 3 45 3 35 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE II WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING. DS. LORD ANCHOR ANTE SPACING D L HEAD LOAD ANCHOR ANGLE 15'-4' 6' EACH SIDE 6'-10' 31501 40-46 5'-6' 3150f 42-47 LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III �( `\ ^ 0 v FLOOR WIDTH MIN. OTT. EA. END OF EA. SECTION AHm ANGLE MIN. a MIFL OTT. EA END OF Ell SECTION ANCHOR ANGLE L91L D 15'-4' 3 30 4 35 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE n WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING DI' HEAD LOA) A CHOR ANGLE SPACING DHEAD LOAD ANCHOR ANGLE 15'-4' 1 6' EACH SIDE 4'-6' 31501 42-50 4'-p' 3150� 44-50 VANDZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L. REF. CALCS 11nuuM, NOTES: 1. SEE FULL ADDENDUM FOR ADDITIONAL REOUIREMENTS. 2. SEE AD-TD-0073 FOR MAXIM4JM PIER HEIGHTS REQUIRED FOR THE LOADS TABULATED ABOVE 3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR. 4. ABOVE TABLES APPLY TO 184' FLOOR WIDTHS WITH 95 1/2• I -BEAM SPACING, 96' MAXIMUM SIDEWALL HEIGHT AND 6' MAXIMUM SIDE OVERHANG (6. OVERHANG MAX EACH SIDE OF UNIT). ENGI`!,RQ OY •IkeAi'i ��� cQ',• G%STEgF •�! ; No. o 910334 �t ;• —Q— -o •. STATE O� : ci, i. � STD'•, P; ��+ '•� ' • Q \ ��� DAPIA APPROVAL•W 8 APPROVED BY INC. uooH cA,�lrcwoaa el I ra ® JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (727) 726-1138 NOT' "tr THESE SoEOncAno+Ms AND DRAxttCS ARE ORICINAL PROPRIETARY. M•D CCWIDENTIAL UAIERIALS OF JACOBSEN uANUFACTURING INC SUCH UATDDALS ARE PROVIDED TO THE RECDIOIT rat scom PLvcros AND a,sT BE ►EPT ccHnDENTK AND SEOTEI rROU OTHDIS. r1BY: M.T. DAIS: 2-8-99 REV. LETTER DRAWING TITLE: NORM. SPACING TABLES DRAWING NUMBER: AD-TD-0072 30 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE —DOWN SPACINGS ....._ .� ..,.....-.r..Y.v .wu rm n 11 wlv fir. ".K ft—IL-MV Imu nX AU-ID-WID TAKE mx FIGURE 10.0 SEE FIGURE 2.0 FUR ALTERNATE M-DOWN METHOD TYPICAL CROSS SECTION I I III SHOWING TIEDOWNS TV• FLOW SYM-7 TV. z SEE NOIE 5 FOR mum Im N AKHM ANG1E _ mcIa M SET ANM HEAD VANDZONE III OF m ypl FIGURE 10.1 20 MPH) SEE nGURE 50 FOR AL'IMATE UE-DOWN METHOD 20 PSF ROOF 10 PSF D.L REF. CALCSC f� it, e4— S NOTES: E' • • • (�-i- DAPIA APPROVAL. 1. SEE AD-TD-0070 FOR SPAMC TABLES. No. RFO '• -' APPROVED BY ISEE AD-TD-0070 FOR OUANITT OF LONGITLIDIAL TIE --DOWN STRAPS REOURED. 910334 3. SEE OTHER DETAILS FOR BLOOONG (PIER) QUANTITY AND OTHER REWREYENTS. pew * �ON 4. SEE FULL ADDENDUM FOR ADDITIONAL REGUREMENTS. OF �.•o = • cc, STATE " 14 S. ZONE 2AXPOM 'C'. 56" MAXIMUM HEIGHT * '•. P'•' --,���• /HD p►�. ,�,•c�yp I N C• ZONE 2/EX POM V. 40' MAXIMUM HEIGHT ZONE 3/EXPOSURE V: 56' MAMMUM HEIGHT --�� S/• • • I • ` 101 y °' ` ZONE 3/tXPOSURE 'D" 40• MAXIMUM HEIGHT IL �� ( �t��A J AC O B S E N HOMES NOTICE TFESE SPECFXATNNIS AND DRA N(S ARE DRA M.T. DATE: 3-1— 99 REV. LETTER: ORIGINAL PIRMUETARY, AND CONFOE>:ITK DRAWING TITLE: P.O. BOX 369 MATE ALS OF AACOBSEN 1AN0fAC MaK FIGURES 10.0 AND 10.1 SAFETY HARBOR, FLORIDA 34695 NC. SUCH MATMRS ARE PRDVM TO 7W KCPINT Kit SPECIFIC PUF&M AND UM BE DRAWING NUMBER: PHONE (727) 726-1138 IQPT CUiDEF M AND ONT FROM OTNFRS AD-TD-0071 ADDENDUM � ALTERNATE TIE —DOWN SPACING TABLES ZONE Il &III/EXP. C LONGITUDINAL TIE —DOWN SPACING TABLE �pN, WIND ZONE q END ZONE N FLOOR aaL V. � � DF allomR AN6lE uaL on FA OID OF ANatoR AN6lE N9DTH EA. SOCTiOIt MN. a FA SECDON upL e 23'-4' 2 - 54' 3 40' �0 24'-0' 2 54' 3 40' 25'-4' 2 60' 3 44' 26'—B' 3 38' 3 48' 30'-8' 3 4T 4 41' (SEE NOTE #4 FOR ANCHOR ANGLES) VERTICAL TIE —DOWN /FRAME TIE —DOWN SPACING TABLE �(�, MA1(„ VEND ZONE II WIND ZONE III SPAO� OL no Leo ANDXIIR ANIiE SPRING � ANtliDB ANG1E iMQT�H EAVE OVERHANG �23'-4' 12' 5'-4' 31501 40=45' S'-4' 3150# 35'-40' 24'-0' 12' 5'-4' 3150� 40=45' S'-4° 3150# 35-40' 25-4' 12' S-4' 3150f 40'-45 5'-4' 3150#_ 35'-40' 26'-8` 12' S'-4' 3150f 49-45' S'-4' 3150� 35-40' 30'-8' 12' S-4' 3150# 40�45' S'-4° 3150f 4 35'-4O' (SEE NOTE #4 FOR ANCHOR ANGLES) ;®®�fasoo�reBa o® �C•' •• �G•E•►�S .�i/♦ma's � O v fNCi 45<<S�b O OD ivy iNC. FFDENAL MANUFACTURED HOME 50 31 ADDENDUM TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS MAX PER AD-M-0010 TABLE PER AD-M-0010 TABLE PER AD-M-ODIO TABLE PER AD-TD-0010 TABLE PER AD-TD-OD10 I E MAX FIGURE 1.0 SEE FIGURE 2-0 FOR ALTERNATE TTE-DOAR 01110D TYPICAL CROSS SECTION SHOWING TIEDOWNS FIGURE 1.1 SEE FIGURE 5.0 FOR ALTERNATE N-DEAN R un SEE NOTE 5 FOR MAWLIM HEIGHT NOTES: ENaNEEit`A`R�P,RNOVAE Do-"',,, P�@1)j1peRDi(�L BY I 1. SEE AD-TD-0010 FOR SPACING TABLES. �(]. �j\STL ��/!�•' j-{(J\/t`J 2. SEE AD-TD-OD10 FOR OUANITY OF LONOTUDIAL TIE -DOWN STRAPS REQURED. Q No. O 3. SEE OTHER DETAILS FOR BLOGONG (PIER) QUANTITY AND OTHER REOUREIAENTS. _ = ENE8703571 Iw v,� 4. SEE AD-TD-OODI FOR ADDITIONAL REQl11RET1ENTS. - I 5. ZONE 2/00POSU60' RE 'C: MAWLIM HEIGHT �O •; _ • wos rLaAlI1y11mi BAUST T �- ' d ZONE 2/EXP05l1RE '0': 44' MAXY HEIGHT ZONE 3/EXPOSURE 'C: 40' MAXMUM HEIGHT i Oil ••• pri ! • ��� ��� REF. CALCS. ZONE 3/E)POSURE 'D': 36' MA)MM HEIGHT ��i,��'FSS%� • . • • • • �� ```�� JACOBSEN HOMES Ivozlc& Ooml . ` DATE: REV. LETTER: THESE sPELi1CAT10Ns AND ORAwwcs ARE C.L.Y. 1 3-27-95 ORIGNAL PROPRIETARY. AND CONFIDENTIN. DRAWING TITLE: „ FIGURES 1.0 AND 1.1 P.O. BOX 368 MATERIALS OF JACOMN MANIFACI"G DIG SUCH MATERIALS ARE PRQNDED TO THE SAFETY HARBOR, FLORIDA 34695 REOPIExT FOR SPECIFIC PuaogS AM NMI K DRAWING NUMBER PHONE (013) 726-1138 IVT COIFDDIILIL AM SEORT FROM OTHERS AD-TD-0011 ADDENDUM NORMAL TIE -DOWN SPACING TABLES ZONE II &III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II 1YND ZONE III oTY Ell END OF EA. SECTION AH040R ANGLE LOLL 0 uIN. o1Y. EA DO OF EA. SECTION ANCTIOR ANGLE YIN. 0 AFLOORYIN. 3 40 3 25 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. FLOOR WIDTH MAX EAVE OVERHANG WIND ZONE II WIND ZONE III SPACING DSL HEM LOB, A4 a ANGLE SPACING BL WA D LOAD ANCHOR ANGLE 30'-8' 6' V-9' 31501 41-46 5-5' 31501 44-49 LONGITUDINAL TIE -DOWN SPACING TABLE �\ KT 1 \a �j O MIN. FLOORDTH W WIDTH WIND ZONE II HIND ZONE III ►E OTT. EA. END OF EA SECTION ANGLER ANGLE MDL 0 OTY EX E10 OF EA. SECTION ANGLER ANGLE TAIL 0 30'-8' 4 42 4 25 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. FLOOR WIDTH MAX. EAVE OVERHANG WIND ZONE II WIND ZONE III SPACING DBL HUD LOAD ANCHOR ANGLE SPACING D LOAD HEAD ANCHOR ANGLE 30'-8' 6' 4'-6' 31501 46-50 4'-0" 31501 49-52 VIINDZONE III (110 MPH) 20 PSF ROOF 10 PSF D.L. p y� REF. CALLS G Avf} _ %4 • �%I ` !�• �/ �111LunUlNrrr� . NOTES: I. SEE FULL ADDENDUM FOR ADDITIONAL REQUIREMENTSNO 2. SEE AD-7D-0071 FOR MAXIMUM PIER HEIGHTS REQUIRED FOR THE LOADS TABULATED ABOVE. EH%tP . . •,F�.,� R�.OII = 91�334 _ DAPIA APPROVAL,.,(VLF( 0 S 1M APPROVED BY INFP C'T.4TI- Of= •:, D �� tf , I I V C. ItoFwu wwuAnuecD ro� o0/6TN:JC104 AC cR SVl&j' 5 J A C O B S E N HOMES P.O. BOX 368 AprSAFETY HARBOR, FLORIDA 34695 PHONE 727 726-1138 THESE SPECIFICATIOONSI AND DRAWTNOS ARE DRIaNAL. PROPMETARY, AND CCNFIDENIlAL MATERIALS OF JACOBSEN MANUFACTURING Nt SUCH MATERIALS ARE PRONDED 10 THE RECPIENT FOR SPCCFK PLRPOSES No uma U KEPI WMDENM AND SEORD FROW D� AWN BY. M T DATCtJ E'2- 8- 9 9 REv. LETTER DRAVdNC TITLE: NORM. SPACING TABLES DRAWING NUMBER: AD-TD-0070 ED i 49 ADDENDUM MISC. TIE -DOWN PROTECTION OF STRAP IS PROVIDED AT UPPER CORNERS BY FIRST WRAP OF STRAP. - - SEE DETAIL 'B' SEE DETAIL DETAIL 'A' IUCKLE WITH 31501 Y MINIMUM (DESIGN LOAD) DETAIL 'B' NOTES: 1. SHOWN ABOVE IS ONLY ONE METHOD OF STRAP ATTACHMENT AT BEAM -OTHER METHODS THAT ARE CERTIFIED TO MEET THE REQUIRED DESIGN LOAD OF 3150# MAY BE USED. _ 2. PROTECTION SHALL BE PROVIDED AT SHARP CORNERS WHERE THE ANCHORING SYSTEM REQUIRES THE USE OF EXTERNAL STRAPS OR CABLES (SEE RADIUS CLIP). -BEAM 1 DOWN TIGHT TO )UND ANCHOR INSTALL RADIUS CUP (SEE AD-TD-0200) OR L R DEVICE TO CT STRAP AT ALL CORNERS. DETAIL 1 C' THIS TYPE OF PROTECTION MAY BE USED FOR PRO`;CT,3(.?N,,ATA'LONGITUDINAL TIE CONNECTIONS ALSO. ST/(�,j,.c,'�% �CINE'69� AYpRq�VR' e RF ;< ��� DAPIA APPROVAL: APPROVI=D BY 910334 = V -o •• STATE OF FI3IERAL MANUFACTURED HO E JE D AND FF R D OTHERS NOV 2 4 1998 JACOBSEN HOMES NOTICE TNESE sKaFTCATXINS AND DRATANCS ARE DRAWN BY: M.T. DATE 11-18-98 REV. LETTER: OWONAL PROPRIETARY. AND CONnOENTIAL MA�'� OF JACOBSEN 4ANUFACTUPoNG DRAWING TITLE: MISC. B P.O. BOX 368 TIE -DOWN SAFETY HARBOR, 'FLORIDA 34695 INC. SUCH MATEFOALS ARE PRONGED TO THE RECPENT FOR SPECNC PURPOSES AND UST BE DRAWING NUWER: PHONE (813) 726-1138 KCPT COWUENIUE AND SECRET FR04 OMS. AD-TD-0050 . ADDENDUM RECOMMENDED TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SN00, TIE -DOWN SPACINGS FIGURE 1.0 TYPICAL CROSS SECTION I I SHOWING TIEDOWNS a00R TIP. alms mcum ANGLE (SEE NOTE is) maim ANHYE (SEE NOTE 08) FIGURE 1.1 OMM BASED ON 951/f ]-BEAM CENTERS ACID 96- HQi S MVAU) NOTES: 1. SEE AD-TD-0010.1 FOR SPACING TABLES 2. SEE AD-10-0010.1 FOR QUANOTY OF LONGFIUDIAL TIE-OOVPH STRAPS REQUIRED. 3 SEE OTHER DETAILS FDR.HLOCIONG (PIER) QUANTITY AND OTHER REQUIREMDn 4. SEE AD-ID-ODDI FOR ADDITIONAL REQUIREMENTS. 5. ZONE 2/EFOSURE V: 67' MAMMUM HEIGHT ZONE 3/WCSURE'C: 55• MAI9MUM HE10HT 6. *0 ANCHOR ANGLE SHOW ON AD-ID-0010.1 CANNOT BE ACHOEVED. INSTALL AN APPROVED STAEOLVER PLATE NOTICE: DRAWN BY: JACOBSEN HOMES TNESE SP✓ ow-AvONs AND wAw= w O1H M. PFLOFAUMY, AND CONFIDENTIAL DRAWING TITLE: MATEIDAL9 OF JACOBSEN MANUFACTURING P.O. BOX 368 DEC. S ION MATERIALS ARE PROMED.10 THE SAFETYHARBOR,FLORIDA 95 F s WF� f DRAVANG NUBFROM ODM • No 4_c „j /a aq �• o��O�ST� 0' Fi .`�; �• �qtea 0� SE NOTE 5 FM HA10111M W NT APPROVED BY IN4Jun 16,2009 INC. FEDERAL MANUFACNRED HOME CONSTRUCRON AND SAFETY STANDARDS REF. CALCS: C-TD- 215.01 - 215.20 M.T. DATE: 06-04-09 REV. FIGURES 1.0 AND 1.1 AD-TD-0011.1 48 33 ADDENDUM NORMAL TIE —DOWN SPACING TABLES ZONE 1I & III/EXP. C & D LONGITUDINAL TIE —DOWN SPACING TABLE (+� MIN. WIND ZONE II WIND ZONE III FLOOR WIN. an• ANCHOR YIN. OTY. ANOiOR WIDTH EA. END OF ANGLE EA END OF NCiF vv EA 5`cncN MIN. a EA ;EcncN MIN. e 12'-0' 2 43' 2 55' 13'-4' 2 50' 2 68' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING DEL HEAD LOAD ANCHOR ANGLE I- SPACING DBL ANCHOR ANGLE LOAD 12'-0' 6' 8'-0' 31501 40'-50' 6'-8. 3150# 40'-50' IS-4' 6' 8'-0' 31501 40'-50' 6'-8' 3150# 40'-50' LONGITUDINAL TIE —DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III . FLOOR MIN. OTT. ANCHOR UK OTY. ANCHOR �G WIDTH EA. END OF ANGLE EA. END OF ANGLE O EA SECTION WIN. 0 EA SECTION MIN. 0 12'-0' 2 sa• 3 47' 12'-0' 3 37' 4 33' 13'-4' 3 42' 3 55' 13'-4' 4 30' 4 38' VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING DEL. HEAD LOAD ANCHOR ANGLE SPACING D ANCHOR ANGLE LOAD 12'-0' 6' 5'-4' 3150P 40'-45' 4'-0' 31509 40'-50' 13'-4' 6 5'-4' 315Cp 40'-50' 4'-0' 3150# 40'-50' TES: ENa;E`R\ APPROVALD�''''�i DAPIA APPROVAL 1. SEE AD-7D-0001 FOR ADDITIONAL REQUIREMENTS �. ;Gs �O v APPROVED BY 2. SEE AD-TD-DO13 FOR ►lAX]IJUN PIER HEIGHTS REQUIRED FOR THE LOADS TABULATED ABOVE No. ENE8703571 - 3JN 1 5 3. MAX EAVE OVERHANG REFERS TO OVERHANG AT SDEWALL NOT FRONT OR REAR. - I N c 4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS WITH 95 1/2 I SPACING, STAT '= F ��`� ''• fL7E4aY/MJACIU®IQE toal��r>,NoswETrswoeop -BEAM 96' MAXIMUM SDEWALL HEIGHT AND 6• MAXIMUM SIDE OVERHANG (6' DVETitiANC MAX EACH SIDE OF UNIT). .4` /1/O1�N '• �<+`�$ ����F�, '•. • • .AAWHA�.�� JACOBSEN HOMES NOTICE: '''A,,WII THESE SPECUIanoNS AND DRAWNGS 1111 V' k" C.L.Y. DATE: 5-30-95 REV. LETTER: P.O. BOX 368 „ CRONAL PROPRETARY, AND CCNnDENTUIL MATERIALS OF JACOBSEN MAHUFACTLHRHNG INC. SIOI MATEiMS ARE PRDHDED TO THE n H DRAWING TITLE: NORM. SPACING TABLES SAFETY HARBOR. FLORIDA 34895 PHONE (813) 726-1138 RECP[NT FOR 9'01C PMPOSES AND "I BE KVT CONFMPLI AND SECRET IRON OTHM DRAWNG NUMBER: AD—TD-0012 a A�c�og5 �000� IWO ADDENDUM ALTERNATE TYPICAL CROSS SECTION SHOWING TIEDOWNS TIE —DOWN SYSTEM RQL MOLE FIGURE 7.0 SEE FIGURE L3 FOR RECOMMENDED TIE-DOIN METHOD IMPORTANT NOTICE: SEE NOTE 4 FOR MAXIMUM HEIGHT THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS THEN USING THIS TEE-DO11N CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 2), AUGER ANCHOR THE A DESIGN IDAD (TOWC LOAD) RATING OF 4,000 POUNDS AND AN ULTIMATE 'DAD RATING OF 8,0DO POUNDS MUST BE USED. AN EU VI,ANT ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANcHa& NOTES: I. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS 2. SEE OTHER DETAILS FOR BLDCIONG (PIER) QUANTITY AND OTHER REGIREMENTS. 3. FOR FIGURE 7.0 SEE ALTERNATE TIE -DOWN SPACING TABLES (AD-TD-0035). 4. ZONE 2/EXPOSURE V: 38' MAXIMUM HEIGHT ZONE 2/EXPOSURE TY: 28' MAXIMUM HEIGHT ZONE 3/EXPOSURE 'C': 28' MAXIMUM HEIGHT ZONE 3/EXPOSURE 'D': 28' MAXIMUM HEIGHT 5. SEE AD-TD-0035 FOR ADDITIONAL NOTES THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN ALL WAND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE '0'. HOWEVER, BY INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS. __17.- Op i •. . Q 'L No. Fo�'?' . :411E871-;_ 7 — = 4 )MA APPROVAL• APPROVED BY I 0*� N A �5 3� INC, Co... .v wwmswova r-=ATMNS J AC O B S E N HOMES THESE SPEGFlCNOTICE ANDD �MNCS AMM M ° ��'C.L.Y. DATE 5— 30— 95 REV `E R: „ P.O. BOX 368 CPoCINAl. PROPPoETARY. AND coK DENTW1 MATERIALS OF JACOBSENN YAHA1fACT"G INC RXH MAIERµs ARE FRONDED TO THE DRAWWG TITLE: FIG. 7.0 SAFETY HARBOR, FLORIDA 34695 PHONE '(813) 726-1138 MW BE R peff OR DRAWING NUMBER: tIAL uo FAND p� AD—TD-0041 34 47 ADDED DUi�1 ALTERNATE TIE —DOWN SPACING TABLES ZONE II &III/E�. C & D LONGITUDINAL TIE —DOWN SPACING TABLE t,` V 1� MIN. FLOOR WIDTH W'ND ZONE II WIND ZONE III WIN. on. EA END Of EA SECTION ANCHOR ANGLE UN. 6 UK on. EA. END OF EA SECTk7N ANCHOR ANGLE YIN, B 12'-0' 2 43' 2 55' 13'-4' 2 50' 2 68' l0 VERTICAL TIE —DOWN /FRAME TIE —DOWN SPACING TABLE MIN. MAX. WiND ZONE II WiND ZONE III SDAOxG W HEAD tow ANCHOR ANGLE SPwNG DBL HEAD tow ANCHOR AN FLOOR WIDTH EAVE OVERHANG 12'-0' 6' 4'-0' 37501 20' 4'-0' 3900j 22' 13'-4' 6' S'-4' 38501 25' 5-43960# 30' THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS LONGITUDINAL TIE —DOWN SPACING TABLE O MIN. FLOOR WIDTH WIND ZONE II WIND ZONE III MIN. on. A END ECF FA SECTION ANCHOR ANGLE YIN. 6 MIN. on. EA END OF EA. SECTION MOOR ANGLE MIN.B 12'-0' 2 64' 3 41' 12'_0• 3 31' 4 33' 13'-4' 3 42' 3 55' 13'-4' 4 30' 4 38' VERTICAL TIE —DOWN /FRAME TIE' —DOWN SPACING TABLE MIN. MAX. WiND ZONE II WIND ZONE III SPACING DEL HEAD tow ANCHORANGLE sPAaxc DEL HEAD tow ANa+oR ANGLEWIDTH FLOOR EAVE OVERHANG 12'-0' 6' 4'-0' 39501 25' 2'-8' 39300 20' 13'-4' 6" 4'-0' 39E01 25' 2'-8' 4000j 30' THIS ALTERNATE APPLICATION REQUIRES,,,,4,,000 POUND ANCHORS TES 1. SEE w-TD-oaol FOR ADDITIONAL REwiRE11ENTS. 2 SEE AD-n>-0036 FOR MAXIMUM PIER HEIGHTS REOIARED FOR THE LOADS TAlTULATED ABOVE ENpNE�(l� `PR�,L• Oc / ����`�� %STENo A%�cO.'L � ENE8703571.�: -_ _ —• _ DAP1A APPROVALNO APPROVED BY � 1 5 1 Ma EAVE OVERHANG REFERS TO OVERHANG AT SIDEWALL NOT FRONT OR REAR 7N][wf I . INC' 4. ABOVE TABLES APPLY TO 160' FLOOR OR 144' FLOOR WIDTHS NTH 95 1/2' I -BEAM SPACING, 96' MAXIMUM 9DEWALL HEIGHT 46 _ I ADDENDUM TIE -DOWN SYSTEM I TYPICAL SIDE ELEVATION SHOWING TIE —DOWN SPACINGS a.w rcn w-rv-wic lnwi 1Lc NJ-IU-WR IAtllt VtR AD-N-DO12 ]ABLE PER AD-10-0012 TABLE PER AD-1D-0012 TABLE MAX. FIGURE 1.2 sip t'xuRR zo FOR eLreR►letE LIE-DoY111MD TYPICAL CROSS SECTION SHOWING TIEDOWNS SEE NOiE 5 FOR YAl4R1Y I#IQtT ANGLE AN6tE FIGURE 1.3 • Sid FIGURE 7.0 FOR ALTERReTE 7IE-D0111 10?[HOD NOTES: END lJ1D,`(Dha! 11 J!//'I 1. SEE AD-TD-0012 FOR SPACING TABLES AND NOTES. p`. C• DOFQ'���i 2. SEE AD-ID-0012 FOR OUAMTY OF LONGIiUDIAI 11E-DOWN STRAPS REWIRED. �`��..•�G�STE9 ��• 3. SEE O1HEit DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS. N0. ' '#. SEE AD-TD-000l FOR ADDITIONAL REWIRE]1ENi5 ENE870357 5. ZONE 2/DPOSURE 'C': 30' YAXIMUII HEIGHT � >i . ZONE 2/EIP05URE 'D': 48' YAXOdUY HE1GHi ZONE 3/EXPOSURE 'C': 28' MAXIMUM HEIGHT�dl ZONE 3/EXPOSURE 'ID': 60' MAXIMUM HEWi AT.`: OF — ���'��C`'••NDIAl' JACOBSEN HOMES TTIESE sPealTCANTIoONs µo DR IMWfA>�`DR 0"�10 _ ' „ P.O. BOX 368 , ORIGINAL PROPRIETARY. AND ��� YAlER1AlS OF JACOB51]T YANUFACTIAiNC DRAWING nTIE: SAFETY HARBOR, FLORIDA 34695 - Hn PHONE (813) 726-1138 ING ST101 YA117t1A15 ARE PRONGED TO THE RECPDIf FOR 9EOF1C PIRPOgS NO Yl6T RE DRAWING NUYBI iOYT COIFWIDAL AM YCRET FROM O11ERS 35 DAPIA APPROVAL APPROVED BY;6,,, JAN INC �u�cwr rmF�nunf� IaE CaraiAucrpi,va S�IEIISWOYW C.L.Y. DAB 5-19-95 REV. LET TE FIGURES 1.2 AND 1.3 A PC AD-TD-0013 ADDENDUM ALTERNATE TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACINGS SEE FIGURES 1.1 FIGURE 2.0 AND 1.3 FOR TYP. CROSS -SECTIONS) ..attTHluullTrrr.. ,NOTES: C,'•G�STER !wZ 1. SEE AD-M-0010 FOR SPACING TABLES , : F� N o • 0 2. SEE AD-TD-0010 FOR OUANITY OF LONGITUDIAL TIE -DOWN STRAPS REWIRED. - ENCB703571 3. SEE OTHER DETAILS FOR BLOCKING (FIER) QUANTITY AND OTHER REQUIREMENTS _ • 4. SEE AD-TD-0001 FOR ADDI7IONAL REQUIREMENTS JACOBSEN HOMES P.O. BOX 368 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 IUD "'•,ssJp AII�M_ NOi7CE: DRAWN BY: THESE SPEOFICATIONS AND OFLAWNGS ARE ORICINIJ, PROPRff1ARY, AND CONFIDENTIAL DRAWING TITLE MATERIALS OF JACOBSEN MAJAUFACIURING INC. SUCH MATERtALS ARE PROVDED TO THE REOPETIT FOR SPEOM PJ'POSES ND t11Si BE DRAWING NUMI IVT COIEMnk ND SEM FROM OTTERS DAPIA APPROVAL APPROVED BY ""O"m 19 0 `5 INC' ROEA.t Y�MfKiliti� TOE Ha6Trccla uo witY SPJD'sTl C.L.Y. DATE: 5-19-95 REV. LETTER: FIGURE 2.0 A R AD-TD-0014 No µA `��E ADDENDUM 1�?pt1GA y�tHSPC(1 + �� ; o `� CU�P.rR �E A�C���S ALTERNATE TIE -DOWN SYSTEM lo,jp TYP. CROSS SECTION(S) SHOWING TIEDOWNS ANU ANGIE FIGURE 6.0 SEE FIGURE 3.1 FOR RECOMMENDED TIE-DO1TN METHOD SEE NOTE 5 FOR W9011VN MIM (TARES ON AD-ID-M MM APPLY TO INC E ST NMRD M&D-111E SECIO S OF IHE UNIT -SEE NOTE 1. AD-ID-0012) TYP. FLOOR SYSTDE7 TYP. elm-wim /NONE ANIAL ROM ANGLE FIGURE 6.1 SEB FIGURE 12 FOR RECOMMENDED TIE -DOWN METHOD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 4,000 POUND ANCHORS THEN USING THIS TIE -DORM CONFIGURATION A S'11TE CREST PRODUCTS YODEL 57SH (TYPE 2). AUGER ANCHOR TIIH A DESIGN LOAD (TOREING LOAD) RATING OF 4,000 POUNDS AND AN ULTBIATB LOAD RATING OF 6,000 POUNDS MUST BE USED. AN EQUIVI,ANT ANCHOR MEETING THE ABOVE SPECIFICATIONS MADE BY ANOTHER MANUFACTURER MAY BE USED IN LIEU OF THE STYLE CREST PRODUCTS ANCHOR. NOTES: I. SEE AD-TD-000T FOR ADDITIONAL REQUIREMENTS 2. SEE OTHER DETAILS FOR BLOCKING (PIER) QUAN71TY AND OTHER REOUKMENTS. 3. FOR FIGURE 6.0 SEE OFFSET UNIT TIE -DOWN SPACING TABLES (AD-TD-00201 4. FOR FIGURE 6.1 SEE NORMAL TIE -DOWN SPACING TABLES (AD-TD-DOTO). (ALSO SEE AD-TD-0020 AND AD-TD-0021) 5. ZONE 2/EXPOSURE 'C': 32' MAXIMUM HEIGHT ZONE 2/EXPOSURE •D': 24' MAXIMUM HEIGHT ZONE 3/EXPOSURE 'C.: 24' MAXIMUM HEIGHT ZONE 3/EXPDSURE 'D': 28' MAXIMUM HEIGHT THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN ALL WIND ZONES AND IN BOTH EXPOSURE 'C' AND EXPOSURE V. HOWEVER, BY INSTALLING THE FRAAE TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE RECOMMENDED METHODS FOR INSTALLING FRAME TIE -DOWNS. . FNE87025 STA PROVED BY NIP ING5 JACOBSEN HOMES NOTICE / 4OW NI, DATE REV. LETTER THESE sPEOnCATIONS AND DRAMM ART"' C.L.Y. 5-30-95 ■ ORONAL, PROPMETARY, AND CONFIDENTIAL DRAINING 7ITlE: BSEN P.O. BOX 368 „ MATERIALS OF JACOMMA)FAC7U RING FIG. 6.0 & 6.1 INc yvoH VA7UdkS ARE PROVIDED TO THE SAFETY HARBOR FLORIDA 34695 RECIPIENT FOR SPE= Pipet NO UM BE DRAWING NUMBER: PHONE (B13) 726-1138 IVT COW'mTIAL AND SECRET FROM OHM AD—TD-0033 36 45 �i �N�- ADDENDUM � � - `�S � ►•PFL °��C�Ogs 6 FdAF2�i ALT. OFFSET UNIT TIE-DOtirN SPACING TABLES 6 Q QQQ ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE ,�, WIN. WIND ZONE II WIND ZONE III FLOOR IWIDTH WIN. On• EA END OF EA SECTION ANCHOR ANGLE YIN. 9 MIN. OTY, EA. END OF EA gC11GN ANCHOR ANGLE MIN. B Q L �4 �-- 20'-0' N/A N/A N/A N/A 24'-0* 2 42' 2 53' - � - 25'-4' 2 45' 2 58' 26'-8' 2 1 48' 3 370 VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACINGDOL NEAD ANCHOR ANGLE SPACING HEADNC LOAD ANCHOR ANGLE FLOOR EAVE WIDTH OVERHANG LOAD 26-0' 12' N/A N/A N/A N/A N/A N/A 24'-0' 12' 4'-0* 40001 20'-30' 4'-0' 4000# 20`-30' 25-4' 12' 4'-0. 40001 20'-30' 4'-0' 4000# 20'-30' 26'-8' 12" 4'-0' 40001 20'-30' •4'-0' 40001 LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III YIN. on EA. END OF ANCHOR N YIN. OTY. EA. END OF ANCHOR ANGLE FLOOR WIDTH EA SECTION MIN. a EA. SECTION MIN. e 20'-0' N/A N/A N/A N/A 24'-0" 2 1 60' 3 1 45' 254 2 66' 3 1 48' 26'-8' 3 41' 3 1 52' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DEL NERD ANCHOR ANGLE SPACING HEADNG LOAD ANCHOR ANGLE FLOOR EAVE WIDTH OVERHANG LOAD 264 12' N/A N/A N/A N/A N/A N/A 24'-0' 12' 3'-8' 40001 20'-30' 2'-8- 4000# 20'-30' 254 12' 4'-0' 4DO01 25'-30' S-2' 4000j 1-5=30' 26'-8' 12" 4'-0" 40001 25'-30' 3'-2" 4000# 25'-30' NOTES: ENGINEER `fIVAIIIIfillll'l�l % CARA APPROVAL: 1. OFFSET SECTION MIN THE MARRIAGE LINE WALL DaENMG BEYOND THE ENDWALL OF C• Dp '' �O�/ PPROVED BY BE TIED ;S 'tT,G 94c '• �/ THE ADJACENT SECTION MUST DOWN AT THE MARRIAGE LINE IN ACCORDANCE: WTH THE TABLES ABOVE THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE TO fg� �i0 ZNrAINC, .)U1 1 BE TIED DDWN IN ACCORDANCE MTH THE ALT. SPAONG TABLES (AD-TD-0030). E r�I -� — 2 SEE AD-7D-0001 FOR ADDITIONAL REOUREMENTS. ST�r-tT^ L 'p '• FIL, . -ZI,IRm N?IE CLz 3 SEE -ID-003] FOR MAXIMUM PIER HEIGHT REOIARED FOR THE LOADS TABULATED i7dlJ �// Q�//��•, �, iF y.�c\� V . . JACOBSEN HOMES Huse sPEaFtuNiI07 loam DRAwN�a�S''ute' IIa++`���` C.L.Y. DATE: 5-30-95 REV. LETTER DRAWNG TITLE ALT. SPACING TABLES CRONAL PRWKTARY. AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACARING P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 INC.LN SUQI MAM S ARE PROMOED TO THE REVOLT TOR srEcm P waas No WSI BE DRAWNG NUMBER: AD-TD-0032 PHONE (813) 726-1138 KEPT CMIDENTIAL AND SEGV nMW onus ADDENDUM ALTERNATE TIE -DOWN SYSTEM(S) ALTERNATE LONGITUDINAL TIE -DOWN INSTALLATION METHODS SIDE VIEW OF MAIN FRAM_ 1--DOWN STRAP SEE OTHER DETAILS FOR 11-DGM STRAP SPECIMATIONS. APPROVED ANCHOR W..DED TO MAIN I -BEAM (SEE OTHER 0ErAI3 SEE AD-TD-0200 FOR FOR WELDING) TO BE KSTALL&' RADIUS CUP DETALS AT Wic FACTORY. (REWIRED THIS LOCATION). (MIN. 31501 WOUNG [D:SIGN] LOAD AND 47251 ULTWATE LOAD.) o° GROUND ANCHOR SEE OTHER DETALSS FOR S M ANGLE AND OTHER INSTALLATION NOTES _I �- FIG URE 2.1 SCJD HEADER (CROSSMEMBER) 3- X 3/4' (= 1/2 FRONT VIEW CUT INTO HEADER MTHMUST BE LOCATED FOR STRAP ATTACMEITT. V 5' OF MAR (FACTORY CUT) CHASE '-BEALL pjmq READ aTi 0 i12ETOais i weal s aOF o-:DAis 4 (REQUIRED THIS LOCATION). (REQUIRED THIS LOCAIGH). —1— 5' MAX TE-DOWEL STRAP 5E-E OTHER CETALS SIDE V•EW FOR TIE -DOWN STRAP SPECIFICAMNS. GROUND ANChOR' 0o SEE OTHER DETAILS FOR SRE, ANGLE AND OTHER INSTALLATION N:G-S. '''3 ... FIGURE 2.2 V ?� \ ,/// NOTES: CA ; LER LWROOVAL; I. DAP:A A.ZPROVAL ICI\ES•7�.iJ11 L SEE AD-TU-0010 FOR SPAC14C TABLES- 2. SEE AD-TD-0010 FOR QUANITY OF LONG 7UDLAL TIE-DOM STRAFS RLOJA D. -0 = C - J. SEE OTriER DETAILS FOR BLOCKING (PER) OUANTITY AND OVER e7EQLr.REMENTS. on 4. SEE AD-TD-0001 FOR ADDITIONAL REOUIREMENIS. � ' F �hglnunllT - AsCHOR BRACKET AND TL-DOVN DE`10ES ARE CERTIFIED BY 01105 NO73Ce: CRAWN BY. DAZE. FEV. LETTER: JACOBSEN HOMES THEMSPEUKA-ONS AND CRAW314S ARE C.L.Y. 6-13-95 OMQNAL FRCPRIEIART. AND CCAr1Ci]ITIAi DRAWING TITLE: �� P.D. aox 368 VATEIMS OrJAC013ZN MANxrACTLHIr FIGURES 2.1 & 2.2 MG SUCH MA aka ARE PROVm TO THE SAFETY HARBOR, FLORIDA 34695 IS M rOR S'Ecnc PA?m ANT MJST E DRAMNC NUMBER: PHONE (813) 725-1138 an cohmoa& ma scata rRoM DH= AD-TD-0015 44 37 LONGITUDINAL STRAP ATTACHMENT TYPICA TYPICAL LONGITUDINAL ANCHOR STRAP (FIELD INSTALLED) , NOTES: 1. SEE OTHER DETAILS FOR STRAP PROTECTION AT ALL SHARP CORNERS 2. ALL -STRAPS TO BE TYPE 1, FINISH B, GRADE 1 STEEL STRAPPING, 1 1/4" WIDE AND 0.035 INCHES IN THICKNESS, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING WITH ASTM STANDARD SPECIFICATION D 3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL, AND SEALS. -JACOBSEN HOMES 1TIOND e THESE SPECFCATIONSAND DRAWINGS ARE ORIGINAL. PROPRIETARY, AND M*IDENTIAL .,; P.O. BOX 368'' MATERIALS OF JACOBSEN MANUFACTURING INC SUCH MAMMALS ARE PROMDED 10 THE SAFETY HARBOR. FLORIDA 34695 RECFIENT FOR SUM PURPOSES AND MUST BE PHONE (727) 726-1138 101 CONFIDENTIAL AND SECRET FROM OTHERS , AN CLAMP, MANUFACURED BY I ENGINEERING, PART 159011 .... FACTURER'S INSTRUCTIONS FOR COMPLETE INSTALLATION DETAILS) PROVED BY TIN M 11141INC. AL MANUFACTURED HOME I - RUCTION AND SAFETY STANDARDS DRAWN BY: M.T. 6-12-01 DATE: REV. LETTER: � � - DRAWING 111LE: LONGITUDINAL STRAP ATTACHMENT DRAWING NUMBER` AD— TD-DD16 OM ALTERNATE TYPICAL CROSS SECTION SHOWING TIEDOWNS ADDENDUM TIE -DOWN SYSTEM(S) SEE NOTE 4 FOR MAX III&I HEIGHT 4' MAX NSET L FIGURE 5.0 SBE FIGURE Ll FOR RECOMMED TIE—DOINs OTHOD IMPORTANT NOTICE: THIS ALTERNATE APPLICATION REQUIRES 41000 POUND ANCHORS TM USING THIS TIE—DOAN CONFIGURATION A STYLE CREST PRODUCTS YODEL 57SH (TYPE 21 AUGER ANCHOR TITH A DESIGN IDAD (TORIONG LOAD) RATING OF 4,000 POUNDS AND AN ULMLATE IDAD RATING OF 6,ODO POUNDS MUST BE USED. AN EQUIMOM ANCHOR YEEN IG THE ABOVE SPECIFICATIONS MADE BY ANOTM MANUFACTURER MAY BE USED IN U6U OF THE STYLE CREST PRODUCTS ANCHOR. NOTES: 1. SEE AD-TD-DD01 FOR ADDITIONAL P.EOUIREMENTS. 2. SEE OTHER DETAILS FOR BLOCKING (PIER) OUAP17ITY AND OTHER REOUIREMENTS. 3. FOR FIGURE 5.0 SEE ALTERNATE TE-DOWN SPACING TAKES (AD-TD-DO30). 4. ZONE 2/EXPOSURE 'C': 3X MAXIMUM HEIGHT ZONE 2/EXPOSURE 'D': 27' MAXIMUM HEIGHT ZONE 3/EXPOSURE 'C': 30' MAXCITUM HEIGHT ZONE 3/EXPOSURE 'D': THIS APPLICATION IS NOT APPUCABLE. THE ALTERNATE TIE -DOWN METHODS SHOWN ABOVE ARE ACCEPTABLE FOR USE IN ALL WIND zms AND IN B07H EXPOSURE 'C' AND EXPOSURE '0'. HOWEVER, BY INSTALLING THE FRAME TIE -DOWN STRAPS AT THE 'OUTBOARD' I -BEAM THE MAX HEIGHT OFF THE GROUND IS GREATLY REDUCED. SEE OTHER DETAILS FOR THE RECOMMENDED METHODS FOR INSTAWNG FRAME TIE -DOWNS. :I,luunl,,. EN3NEEiXRROVAL') ^ OAPIA APPROVAL* s9•• :�T T JACOBSEN HOMES NOTICE "I'IIII THESE=EOFlCAIICNS AND DRAWNGS ARE +ORAWN BY: C.L.Y. DATE 6-13-95 REV. LETTER: DRAWING TITLE: FIG. 5.0 ■ „ P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 MONAL, PROPRIETARY, AND CONM NTU1 uATENIALS OF JACOBSEN MANUFACTLFRINC cr sva uArR,us ARE PRomm To THE REcpcHT FOR sF,,cm PiRF043 A/o MusT BE KPT COHTMnk AND SECITT FKM OTHM DRAWING NUMBER AD-TD-0031 38 43 ADDENDUM �C�QgS ALTERNATE UNIT TIE-DOIVN SPACING TABLES �QQQ ZONE II & III/EXP. C & D / LONGITUDINAL TIE -DOWN SPACING TABLE (+� MIN. W1ND ZONE it 11MND ZONE III YIN. OIY. ANCHOR UK OTY. ANCHOR FLOOR A WIDTH EA. END OF ANGLE EA. END OF ANGLE � O� EA. 51TION YIN. 0 EA SECTION MIN. 0 1 36' 2 45' 2 46' 1 2 60- 25'-4' 2 50' 2 67- 26'-8' 2 55' 3 30' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING � ADS E ANCHOR ANGLE SPACING HEAD LOAD ANCHOR ANGLE FLOM WIDTH EAVE OVERHANG 20'-0' 12' 4'-0' 36701 20' 4'-0' 39001 20- 24'-0' 12' 4'-0' 37001 20' 4'-0' 39501 20- 25-4' 12' 6-8 1 40001 15' 4'-0' 39501 22- 26'-8' 12' 6'4 39501 28 4'-0' 39501 22' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE If WIND ZONE III UIN.OIY. ANCHOR UK OTT. MOOR �j FLOOR WIDTH EA. ENO OF ANGLE EA. END ANGLE �� EA SECTION YOL 0 EA. SECTIOO N YIN. 0 20'-0' 2 50' N/A N/A 24'-0' 2 70' N/A N/A 254 3 42' N/A N/A 26'-8' N/A N/A N/A N/A VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III SPACING DEL HEAD LOAD ANCHOR ANGLE SPACING DEL HEAD LOAD ANCHOR ANGLE FLOOR WIDTH EAVE OVERHANG 20'-0' 12' 4'-0' 40D01 20' N/A N/A N/A 24'-0' 12' 4'-0' 40001 24' N/A N/A N/A 25'-4' 12' 4'-0' 40D01 26' N/A N/A N/A 26'-8' 12' 4'-0' 40001 1 2T. ,,,,,,, , N/A N/A I N/A NOTES: ENG`',EB'I�PR�AL•DO�/n�� - DAPIA APPROVAL I- SEE AD-M-0001 FOR ADDITIONAL REQUIREMENTS `�rl1G�STt9�cCO`` - _. _. . . 2. SEE AD-TD-D031 FOR MAXIMUM PIER HEIGHT REOUItED FOR THE LOADS TABULATED ;. EII\E8703571 ABOVE. .A = J. 20 W1DES -82. MAXINIM I -BEAM SPACING ONLY. 6J24( 4. 4' MAXIMUM INSET TO ANCHOR HEADS (SEE AD-M-0031)..Nc'.�� _.........�..... JACOBSEN HOMES N017CE: �iFNRT RQRAwN' THESE SPECIncAMNS AND DRAIMNZ AMC.L.Y. DATE 6-13-95 REV. LETTER: TIRL' ALT. SPACING TABLES P.O. BOx 368 ORCONAL PROI)KIARY. AND C ONFWRTIAI DRAWING MATERIALS OF JACOBSEN MAN/FACAWC �r SAFETY HARBOR, FLORIDA 34695 PHONE.(613) 726-1138 REWoPpS TOR nPu+nis b m5TIKE 1[ DRAWING AVT CWDONTWL NO SECRET IT= OTNCIS NUMBER: AD—TD-0030 ADDENDUM 03 OFFSET UNIT TIE -DOWN SPACING TABLES �.� ZONE II & III/EXP. C & D LONGITUDINAL TIE -DOWN SPACING TABLE (�1 MIN. WIND ZONE II WIND ZONE III FLOOR YIN• OTY. ANCHOR YIN. OTY. ANCHOR WIDTH EA. END OF A EA. END LE �U O VV EA SECTION 0. a EA. SECTIONuIH. UK e 10'-0' 2 44' 2 56' 12'-0' 2 57' 3 42' 13'-4' 3 38, 3 50- VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX WIND ZONE II WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING DEL. HEAD LOAD ANCHOR ANGLE SPACING DEL HEAD ANDiOR ANGLE LOAD 10'-0' 12' 4'-0' 31501 40'-50' 4'-0' 31501 40'-50' 12'-0' 12' 4'-0- 3D001 40'-50' 4'-0' 31501 40'-50' 13'-4' 12' 5-3' 31501 40'-50- 4'-0- 30001 40'-50' LONGITUDINAL TIE -DOWN SPACING TABLE MIN. WIND ZONE II WIND ZONE III FLOOR MIN. ANGLER CITY. ANCHOR S S�� \ \ WIDTH EA ENDD OY. ANGLE EA. A. END Of E ANGLE VV � EA, SECTION uw. a EA. sEcnaN ulK e 10'-0' 2 64' 3 46' �O 12'-0' 1 3 50' 3 68' 13'-4' 1 3 1 58- 4 48' VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE MIN. MAX. WIND ZONE II WIND ZONE III FLOOR WIDTH EAVE OVERHANG SPACING DBL HEM LOAD ANCHOR AHCIf SPACING Dei HEM ANCHOR ANGLE 10'4 12' 4'-0' 31501 40'-50' 2'-8' 31501 40'-50' 12'-0' 12' 4'-0' 31001 40'-50' 2'-8' 31501 40'-50' 12' 4'-0' 3065,1 40--50' 2'-8' 30001 40'-50' NOTES: ENQNQV eNALQ $'`,yy� A JL'KV V fD BY 1. OFFSET SECTION WITH THE MARRIAGE LINE WALL EXTENDING BEYOND THE ENDWALL OF Z,Q.,-�pST+'F�C` 3 REVISED THE ADJACENT SECTION MUST BE TIED DOWN Ai THE MARRIAGE UNE W ACCORDANCE Q '. ' W1ni THE TABLES ABOVE. THE SIDEWALL SIDE AND THE ADJACENT SECTION(S) ARE T SEP 0 9 15 BE TIED DOWN IN ACCORDANCE WITH THE NORMAL SPACING TABLES (AD-TD-0010). ; , ;' _. 2. SEE AD-M-DO01 FOR ADDITIQNAL REOUIREMENTS. ^R ' INC. .� . ;• pp ���` 3. SEE AD-M-0021 FOR MAXIMUM PIER HEIGHT REWIRED FOR THE LOADS TABULATED ABOVE '•!n '•' � FED '�� rf` ••'1�li�r' •' \�.`� ' ''�C3``��� RAL MANUFACTURED HOME tj�s -••• CO STRUCTION AND SAFETY STAND (� JACOBSEN HOMES rAND %J""" T1,ESE sPEaFIunoNs DNs AND ORAwJNDs ARE `�" : R.R. DATE 8-27-96 REV. LETTER S olq, P.O. BOX 368 ORIONAL PROPKIARY, AND CONFIDENTIAL MATERIALS OF JACOBSEN MANUFACTG URIN ARE THE 13 DRAWING TITLE: OFFSET SPACING TABLES SAFETY HARBOR. FLORIDA 34695 PHONE (813) 726-1138 REOPp��I FOR S?EEp15 C Ap IgSI 11PT DRAIING NUMOER CO CENRAL kO SECRET FROM OHn AO—TD-0020 ?6 DS 42 39 ADDENDUM OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE -DOWN SPACINGS FIGURE 3.0 SEE FIGURE 4.0 FOR ALTERNATE TIFrDOWN METHOD TYP. CROSS SECTION(S) SHOWING TIEDOWNS SEE NOTE 5 FOR M"w HDCHT ANGLE ANGLE FIGURE 3.1 SEE FIGURE 6.0 FOR ALTERNATE TIE-DOVN METHOD NOTES: 1. SEE AD-TD-0020 FOR SPACING TABLES (OFFSET SECTION ONLY). 2. SEE AD-TD-0020 FOR CUANITY OF LONgiUDIAL RE -DOWN STRAPS REQUIRED. (OFFSET SECTION ONLY) 3. SEE OTHER DETAILS FOR BLOCKING (PIER) QUANTITY AND OTHER REQUIREMENTS. 4. SEE AD-TD-0001 FOR ADDITIONAL REQUIREMENTS. S. ZONE 2/EXPOSURE 'C': 44' MAXIMUM HEIGHT ZONE 2/EXPOSURE 'D': 24' MAXIMUM HEIGHT (32" 0 24' HIDE MIN.) ZONE J/EXPOSUMAWUM 'C': 32' MAUM HEIGHT ZONE 3/EXPOSURE 'D': 32' MAXIMUM HEIGHT (44' 0 24' VADE MIN.) [TABLES ON AD-TD-0020 0D N4I ATPLY TO THESE STANDARD L%l WOE sECADrIS OF THE UNIT -SEE NOTE 1. AD-TD-002Q] TYP. FLOOR SYSTEM-7 I I TIP. ANCHOR MOLE ANDIOR ANGLE FIGURE 3.2 tT.1lepf ALTERNATE TIE -DOWN METHOD �— -- Ox T NO Fo•.!Z ENE8703571 DAPIA APPROVAL• APPROVED BY � • r NC T AOIIlI�Now I .aEAr®sAFETYsIAI�RIIoo rTOS AND UKAIYK UT: UAIt JACOBSEN HOMES THESE SPECIFICAT0NAND DRAWINGS ARE C.L.Y. 5-11-95 ORIGINAL. PROPRIETARY, AND CONRDFNTUL DRAWING TITLE ❑\�❑ P.O. BOX 368 MATERIALS OF JACWSEN MANUFACTURING FIG. 3.0, 3.1 & 3.2 SAFETY HARBOR, FLORIDA 34695 �F�FOR SPECFICS � AM ITm BE PHONE (013) 726-1138 KWT OWDDETIAL ND SECRET FROM OTHOM DRAWING NUMBER: AD-TD-0021 ADDENDUM ALTERNATE OFFSET UNIT TIE -DOWN SYSTEM TYPICAL SIDE ELEVATION (W/ OFFSET SECTION) SHOWING TIE -DOWN SPACINGS FIGURE 4.0 SEE FIGURES 3.1 AND 3.2 FOR TYP. CROSS-SECTION _-mlillLl E1N.. NOTES: 1. SEE AD-TD-0020 FOR SPAC`SS 7.0.ES (OFFSET SECTION ONLY). 2 SEE AD-TO-0020 FOR QUAN!TY OF LCNG17UDIAL TIE -DOWN STRAPS REOUIRED. (OFFSET SECTION ONLY) _- 3. SEE OTHER DETAILS FOR B-0024C (PIER) QUANTITY AND OTHER RECUIRGAEHTS 4. SEE AD-TD-ODO1 FOR ADDITiCNAl REQUIREMENTS HOC �w S T E;Q q, No. Fo•.!i FNE8703571_ "�l ANNAL t DARA APPROVAL APPROVED BY 0 1 5 INC 1[:Ehll �A*J►C11fFD DOE cwlwav� woswnt sTAxwo JACOBSEN HOMES NOnCI " URAVM BY: . DATE: 5-11-95 REV. LETTER THESE sFEancAnONS AND DRATANES ARE C.L.Y. REV. LETTER: ORIGINAL PROPRIETARY. AND CONnDENTIAI. DRAWWG TILE: \, P.O. BOX 368 MATEAALS OF JACOM UNUFACTULNG FIG. 4.0 A WC 9UCN YASKCFS ARE FRONDED 10 THE SAFETY Ha?'c�CR, FLORIDA 34695 R[aPQiT FGR �tCFY Rta�a4S Ado Eusi BE DRAWING �ygDt PHONE (813) 726-1138 RPT CUFMIDAL AM SE00 FROM OTHERS AD-TD-0022 40 41