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HomeMy WebLinkAbout2000 S. Park Ave�Nv CITY OF SANFORD 0 BUILDING & FIRE PREVENTION PERMIT APPLICATION •+ v� Application No: Documented Construction Value: $ 9, p O O J s• Job Address:2\0n0 5, V -P— Historic District: Yes ❑ No Parcel ID: '-3(x) ? - —OODo —00 7 (i ResidentialQ Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: 2.\ Plan Review Contact Person: J �r c1� . >z�� V? Title: Title: h (,J VQ-/' Phone: ()2: Baa-a��Z� Fax: Email:c�n n t. 'f u'rin e v2 � .�,) , c,� ae Property Owner Information Name LPoti,y ��e ' i�c- n i,4-" t,.r,�� Phone: StreetQ Cx7!,0 S-, Pmr k— Phe Resident of property? City, State Zip:'_�O � Name /1 Street: City, State Zip: Contractor Information Phone: Fax: State License No.: nn Architect/Engineer Information Name: R Street: 14 La ir-- City, St, Zip: Bonding Company: Address: Phone: ��00 Fax: Mortgage Lender: A) Address: WARNING 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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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 standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 4 FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code N.1 Revised June 30, 2015 Permit Application et, \ V/ NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as :eater management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. ►• The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submit►al. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. J ��-wner/Agent 3 to 4Prigtk%vn9e,Agent's Name ] Signature of Nota -S e DEBBIE WfflON 3'' MY COMMISSION 0 FF 17@648 : EXPIRES- Fetxuary25,�n .v Bonded Thm Notary Pul>Cc l)nd Owner/Agent is Personally Known to Me or Produced ID Type of ID E/ — e,z_P t� // z-// Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical ❑ Plumbing❑ Gas❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: -28 -16 UTILITIES: ENGINEERING: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: 5F(P •L3 -IG COMMENTS: Ok to install 10'x 16' (160 square foot) shed/chapel kit and foundation as shown on plan. Meets area and dimensions regulations for the SR -1 zoning district. Revised: June 30, 2015 Permit Application X OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) Rev. 9.14.2009 I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. understand that, as an owner -builder, I am the responsible party of record on a permit. 1 understand that may protect myself from potential financial risk by hiring a licensed'contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that -the persons whom 1 employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - A builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that 1 may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 Property I, c , do hereby state that I am qualified and c ble dperforming the requested construction involved with the permit application filed and agree to the conditions specified above. of Owner -Builder Form of Identification (Must be Photo ID) _ (01 ► 3 aloe Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. 1 also* understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 1 1 am of aware of construction practices and I have access to the Florida Building Codes. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. 1 am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. if you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. if you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property I, c , do hereby state that I am qualified and c ble dperforming the requested construction involved with the permit application filed and agree to the conditions specified above. of Owner -Builder Form of Identification (Must be Photo ID) _ (01 ► 3 aloe Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 PERMIT EXTENSION REQUEST DATE: September 14, 2017 REF: Permit # ADDRESS: 2000 S Park AV I respectfully request a permit extension due to difficulty obtaining the labor needed to complete the project. I am hopeful that I will be able to rectify this issue shortly. Thank you, G Jacqueline Turner rnrs urM n pp runr.+aueu• o/a+/cv+o c:aa:oa ra+ RECORD COPY KIT PACKAGED AND DESIGNED Bl' - LITTLE COTTAGE COMPANY P.O. BOX 455 BERLIN, ON 44001 INDEX 0= STRUCTURAL DETAILS Q PAGE SHEET TITLE w I N-1 COVER/INDEX. OF STRUCTURAL DETAILS • 2 N-2 DE51GN NOTES • 3 N-3 GENERAL STRUCTURAL NOTES • 4 N-4 FOUNDATION NOTES • 5 N-5 CAST -IN-PLACE CONCRETE NOTES • Co N-ro CONCRETE MASONRY NOTES • i FIG. I FOUNDATION PLAN • 8 FIG. 2 TYPICAL CONCRETE MASONRY PIER FOUNDATION • FIG. 3 STAIR FRAMING PLAN • 10 FIG-, 4 STAIR ELEVATION • II FIG 5 5TAIRUT4Y TYPICAL SECTION • 12 0-26 REFERENCE: LITTLE COTTAGE CONSTRUCTION MANUAL • REVIEWED FOR CODE COMPLIANCE I - PLANS EXAMINER 4.2-14- tL DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 6 5 r:�i ti ,r ,,rn+•�: LICENSE TO PROCEED WITH THE WORK AND NOT AS 6 s ++d AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT DAV, 05-26-2016' THE BUILDING OFFICIAL FROM THEREAFTER REOUIRING A CORRECTION OF ERRORS IN PLANS, R%')NAo,O u.!)EVLF.N.-P.E. CONSTRUCTION OR VIOLATIONS OF THIS CODEcrL.'R.F.G• NO.49782 DATE: 05/26/1016 2000 S. PARK AVENUE SANFORD, FL 32771 REv• DRAM SAB DEVLEN ENGINEERING, Inc. STRUCfURAL ENGINEERING 145 E. WILBUR AVE. ® APPROVED: RDD C.O.A. 9459 LAKE MARY, FL 32746 PHONE: 407 324-5300 SWEET - FAX: 407 324-5999 -NENG.COM EMAIL: RON(rQDL'VLI N E13: W�V� DEV UNENG.COM N-1 l� JOB NO.: *-112 T1115 DRAWING YUDLIWIp D: 5/J7/ZUIG Z:CI4:Z7 YfiI GE SIGN ®I�il� 4. ,DESIGN DATA I. ROOF DEAD LOAD 2. ROOF LIVE LOAD 3. FLOOR DEAD LOAD 4. FLOOR LIVE LOAD ..........10 P5F ..........20 P5F ..........10 P5F 40 P5F B. WIND LOAD5 TP15 STRUCTURE NAS BEEN DESIGNED FOR WIND L04D5 IN ACCORDANCE WIT" CHAPTER I/o OF THE FLORIDA BUILDING CODE, 5TH EDITION (2014) AND ASCE-1 45 FOLLOWS: RIS< CATEGORY .......... CATEGORY I ULTIMATE DE51GN WIND SPEED .......... 129 MPH (3-5ECOND GUST) NOMINAL DESIGN WIND SPEED .......... 100 MP" EXPOSURE CATEGORY .. ....... B BUILDING CLASSIFICATION .......... ENCLOSED INT. PRESSURE COEFF. (+/-) 0.18 C. NOMINAL DESIGN WIND PRESSURES (COMPONENTS AND CLADDING): H 4 - I. A3' -O' ��` GABLED ROOF (1-21 DEG.) " 2. PRESSURES SOWN ARE APPLIED NORMAL TO THE SURFACE. 3. PLUS AND MINU5 SIGNS SIGNIFY PRESSURE ACTING TOWARDS AND AWAY FROM T"E SURFACES, RESPECTIVELY. 4. FOR EFFECTIVE WIND AREAS BETWEEN TP05E GIVEN, VALUE MAY BE INTERPOLATED, OTPERW15E USE T"E VALUE ASSOCIATED WITH THE LOWER EFFECTIVE WIND AREA. {trvrl • .`ry . hrrr • J 05-26-2016 RGtJAL'D p. Drvu;x P.F_. FL. F.F.G. NO. 49732 DESIGN WIND PRESSURES (PSF): COMPONENTS AND CLADDING FOR NOMINAL WIND SPEED (ASD) EFFECTIVE ROOF WALL5 AREA (5F) ZONE I ZONE 2 ZONE 3 ZONE a ZONE 5 10 TO 19.99 16.4/-18.0 16.4/-21.0 16.4/-21.0 18.0/-19.5 0.0/-24.0 20 TO 49.99 I6.D / -11.0 16.0 / -20.1 16.0 / -20.1 11.2 / -01 11.2 / -22.z 50 TO 99.99 15.4 -15.8 15.4/-0805 15.4/-18.9 16.1/-11.6 16.1/-20.3 100 D -la 9 14.9 / -18.0 14.9 / -18.0 15.3 / -16.8 15.3 / -18.1 OVER 2000 S. PARK AVENUE D=TE: 05/7hroI6 SALFORD, FL 32771 REV, DRAM Ss5 DEVLEN ENGINEERING, Inc. STRUCTURAL ENGINEERING 145 E. WILBUR AVE. ® 4PPROVED: RDD C.O.A. 9459 LAKE MARY. FL 32746 SWEET: PHONE: (407) 324-5300 FAX: (407) 324-5999 EMAIL: RONDAI:VI.FNFNG.COM NI -13: H�V� DI:V1.FNI:NG.COM T�� lr JOB NO. I6 -Il? THIS DRAWING YUIILISIIEU' S/Jl/ZUIG Z:cra:r✓ I-nl GEI QER4L A. ..STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 5TH EDITION (2014), AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATIONS. B.- THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL NOTIFY THE ENGINEER OF DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS BEFORE PROCEEDING WITH THE WORK. C. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING- OF ALL STRUCTURAL MEMBERS AS REQUIRED FOR STRUCTURAL STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONDITION WHICH, IN HI5 OPINION, MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS IN THE STRUCTURE. D. PLANS, SECTIONS AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION OF QUANTI T IES, LENGTHS OR FIT OF MATERIALS. E. SUBMIT WRITTEN REQUEST TO THE ENGINEER FOR APPROVAL OF ANY PROPOSED CHANGE TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. SPLICING, CUTTING, NOTCHING OR OTHER ALTERATIONS TO STRUCTURAL MEMBERS ARE NOT PERMITTED WITHOUT WRITTEN AUTHORIZATION OF THE STRUCTURAL ENGINEER. ANY UNAUTHORIZED DEVIATION FROM THE CONTRACT DOCUMENTS, AND CORRECTION THEREOF, IS THE RESPONSIBILITY OF THE CONTRACTOR. d5-26-2016' . R01-MtO C. DFVLEK P.E. FL. REG. NO. 407S2 2000 S. PARK AVENUE DATE: 05/260016 SANFORD, FL 32771 FEV DRta". 5+B DEVLEN ENGINEERING, Inc. ® STRUCTURAL ENGINEERING 145 E. WILBUR AVE. cPPROvED. QDD C.O.A. 9459 LAKE MARY. FL 32740 5LIEE7: PHONE: (407) 324-5300 FAX: (407) 324-5999 VMS II-. NOW V OI:VLL•NI•NG COM 1� N-3 JOB NO. 16-I1? A. THESE PARAMETERS HAVE BEEN ASSUMED FOR THIS SITE, BASED ON PR=5UMPTIvE VALUES FOR SOIL MATERIAL CLASSIFICATION, CON1515TING OF SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL, PER FBC SECTION 180(0: ALLOWABLE 501L BEARING PRESSURE ............ 2000 PSF MODULUS OF 5U5 -GRADE, 'K' .......... .......... 150 PGI B. PRIOR TO PLACING CONCRETE SLAB, ORGANIC SOILS AND SOFT/LOOSE COMPRE5515LE MATERIALS SHALL BE COMPLETELY REMOVED FROM THE PROPOSED LIMITS OF SLAB CONSTRUCTION. C. ANY FILL REQUIRED TO BACKFILL EXCAVATED AREA OR ACHIEVE FINISHED GRADE IN STRUCTURAL AREAS SHALL BE INORGANIC, NON -PLASTIC GRANULAR 501L (CLEAN SANDS). THE FILL SHALL BE PLACED IN LEVEL LIFTS NOT TO EXCEED 12 INCHES LOOSE THICKNESS, AND COMPACTED TO A MINIMUM OF 95% OF THE SOIL'S MODIFIED PROCTOR MAXIMUM DRY DENSITY AS DETERMINED BY ASTM SPECIFICATION D-1551. IN-PLACE DENSITY TESTS SHALL BE PERFORMED ON EACH LIFT BY AN EXPERIENCED ENGINEERING TECHNICIAN TO VERIFY THAT THE REQUIRED DEGREE OF COMPACTION HA5 BEEN ACHIEVED. A 501L COMPACTION TEST SHALL BE PERFORMED IN EVERY SPREAD FOOTING PAD SUB -GRADE. D. CAUTION SHOULD BE USED WHEN OPERATING- VIBRATORY COMPACTION EQUIPMENT NEAR THE EXISTING STRUCTURE TO AVOID THE RI5K OF DAMAGE TO THE STRUCTURE. E. 501L PRESSURES IMPOSED ON FINAL PREPARED FOUNDATION STRATA SHALL NOT EXCEED SPECIFIED ALLOWABLE, INCLUDING ALL SPECIFIED DEAD AND LIVE LOADS. F. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. G. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE, U.N.O. .Na '• ri •�'ilhrarJ , d aml . S wrrNwr 4"05—.26-2016 RONALD D-DEVLEN, P.1 - FL. REG: NO. 49782 DWE: 65!76/1016 2000 S. PARK AVENUE SANFORD, FL 32771 RE v.. OR"N 5L5 DEVLEN ENGINEERING, Inc. ® STRUCTURAL ENGINEERING 145 E. WILBUR AVE. APPROVED. RDD C.O.A. 9459 LAKE MART. FL 32746 PI10NL•: (407) 324-5300 5NEE7- FAX: (407)324-5999 EMAIL: RON n DI-VI,I--NI:NG.COM H 1:13: �� W� RVLL•NENG.COM l� 4 N- JOB NO.. I6 -Il? "115 DKAnING VUDL1J11HU: D/:11/ZUlb Z:30:40 VN 1. CONCRETE A. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM _COMPRESSIVE STRENGTH AT l280 DAPS: SLAB ON GRADE .................................. 3000 P51 CAST -IN-PLACE CONCRETE SHALL MEET THE FOLLOWING MATERIAL REQUIREMENTS: I. CEMENT: USE DOMESTIC PORTLAND CEMENT 2. FINE AGGREGATE: CLEAN SAND 3 COARSE AGGREGATE: CLEAN LIME STONE, SIZE 51 4. NO CALCIUM CHLORIDE SHALL BE USED. B. ALL CONCRETE SHALL HAVE A SLUMP OF 4', PLUS OR MINUS 1', AND HAVE 255o TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/GEMENT RATIO OF 0.58. C. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE', AGI 318 LATEST EDITION, AND 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS% AGI 301. D. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL, CONFORMING TO A5TM A -(&I5 GRADE 60. 05-26-2016• " It RONALD D. DEVI.F:N. P.E. FL. REG. ND. 49782 DATE: 051161?Olh 2000 S. PARK AVENUE SANFORD, FL 32771 REV: DRAJI": 5AFi DEVLEN ENGINEERING, Inc. STRUCTURAL ENGINEERING 145 E. WILBUR AVE. ® LPPROVED: RDD C.O.A. 9459 LAKE MARY. FL 32746 PHONE: (407) 324-5300 5WEET: FAX: (407) 324-5999 EMAIL: RONr7uDGVLENENG.COM WEB: WWF Df:VI.ENENG.COM �T—C lr J JOB NO: 16•n? CONCRETE A. -ALL MASONRY CONSTRUCTION SHALL CONFORM TO AGI 'BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES' (ACI 530) AND AGI 'SPECIFICATIONS FOR MASONRY STRUCTURES' (4CI 530.1), LATEST EDITION, EXCEPT AS AMENDED BELOW. B. CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO 45TM C 90, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI ON UNIT NET SECTION. C. THE DESIGN NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY (F 'm) WALLS 15 1500 PSI. COMPLIANCE WITH THE SPECIFIED STRENGTH (F 'M = 1500 PSI) SHALL BE vERIFIED BY THE 'UNIT STRENGTH METHOD', IN ACCORDANCE WITH ACI 530.1, SECTION 1.4. D. MORTAR SHALL COMPLY WITH ASTM C 2-10, TYPE 'M' OR '5', WITH MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 1800 PSI. E. GROUT FOR FILLED CELL5 SHALL CONFORM TO ASTM C4 -1/c, WITH A SLUMP OF BETWEEN 8' AND W. GROUT COMPRESSIVE STRENGTH AT (28) DAY5 SHALL BE 3000 PSI. JOB 517E MIXING OF GROUT SHALL NOT BE PERMITTED. F. CONCRETE BLOCK SHALL NOT BE MOISTENED BEFORE GROUTING. G. VERTICAL REINFORCING IS TYPICALLY CENTERED IN THE WALL (UNLESS NOTED OTHERWISE), AND MUST HAVE A MINIMUM CLEARANCE OF 1/2' TO INSIDE FACE OF WEB. H. EXTEND ALL WALL VERTICAL REINF. TO WITHIN 2' OF TOP OF WALL OR BEAM, U.N.O. r•lof 1'. .l' '.Urr:rrt � .tr:�ir.• r. 05-26-2016 R-ONALD D. DEVLEN. P.E. Ijl.. REG. NO. 49782 DOTE: 0512(prOI6 2000 S. PARK AVENUE SANFORD, FL 32771 REV. DRtun: 5AB DEVLEN ENGINEERING, Inc. S7-RUCrURAL ENGINEERING 145 E. WILBUR AVE. ® tPPROVED: RDD C O.A. 9459 LAKE MARY. FL 32746 PHONE: (407) 324-5300 FAX: (407) 324-5999 EMAIL: RON 1--VI.I:NFNGCOM WEB: \V\V\ DEVI.ENENG.COM SWEET: lr v N-6 JOB NO: 16.112 +n+a ""O l,v4 /U 4:.10-.0 "1 5'•r,l(oo' CONC I" IA50NR7 PIER LL I(o'x24' GONG. FOOTIN( PER FIG -2 (TYP PT 4x.4 51 6FREA WOOD 5TAIR PER FIG- No,1114 $, .,+�; x,05 -.?6-20"6 ` RDNALD D. DF`.+LEN,'u.E �L. REG.INO. 49782 ;®UNCI 4710N PLAN 5CALE: 3/5" = 1'-0' 2000 S. PARK AVENUE DGTE. 05/7elro6 SANFORD, FL 32771 eEv- DR4W 5AF, DEVLEN ENGINEERING, Inc. S'I•RUCTURAL ENGINEERING 145 E. WILBUR AVE. ® GPPIRO/ED: RDD C.O.A. 9459 LAKE MARY. FL 32746 SWEET PHONE: (407 324-5300 (407 FAX: 324-5999 EMAIL: RONWWX D1=VLENFNG.COM FIG. 1 JOB ND. I6•I12 \VEIi. \V\V\ DEVI.I:NENG.COM SIMPSON 1425T FLOOR OF 51IED D 32' O.G. r�rn ww w.1� it vi -r 4t-bw, r -4c-4 afar.• I. �Y���I �1�� PIER r -CU Ci A7 I0N i OS -.6-20'i6 . SCALE: I 1/2' I'-0' RONALD D-DEVLEN. P.E. 'FG. S.EG. NO. 49782 DLTE: 05/I(60el(p 2000 S. PARK AVENUE REv SANFORD, FL 32771 DRLUN: 5L3 ® DEVLEN ENGINEERING, Inc. STRUCTURAL ENGINEERING 145 E. WILBUR AVE. LPPROVED: RDD C O.A. 9459 LAKE MART. FL 32746 SWEET: PHONE: (407) 324-5300 FAX: (407) 324-5999 FIG. 2 EMAIL: RONQnEVLENENG.COM JOB NO: 16-n1 WEB: WW DEVLENENG.COM THIS DRAWING VUDLI571AM: 5/Jl/ZOIC Z:ff7:4Z VAI NOTE 'A' STAIR DIMEN51ONS: FINAL 5TAIRWAY HEIGHT (AND LENGTH) MAY VARY FROM INDICATED. TREAD WIDTH SHALL REMAIN 11', HOWEVER STAIR R15ER5 WITH UNIFORM HEIGHT (NOT TO EXCEED -1') MAY BE PROPORTIONED TO MEET THE FOLLOWING: (5UM OF TWO RISERS + ONE TREAD) SHALL BE BETWEEN 24 TO 25 INCHES PT 4•x,4 PO5T5, PT 2•x.12 SPREADERS, PT 2x8 JOISTS, PT 2xro DECKING, PT 2•x. TREADS, AND PT 2r• RISERS 11) 1/2' DIA. BOLT EXIT DOOR FROM SHED FRONT OF SHED 5=E PLAN r.WSZ,�oe"' SCALE 1/2' = 1'-0' \ 05726-2V-,6 . RONALD D. DEV' -EN, P.L. r)L. REG. N0.49782 DLTE: 05/26/2016 2000 S. PARK AVENUE REV: SANFORD, FL 32771 DRAM". 5A5 ® DEVLEN ENGINEERING, Inc. STRUCTURAL ENGINEERING 145 E. WILBUR AVE. APPROVED: RDD C.O.A. 9459 LAKE MARY. FL 32746 SUEci: PHONE: (407) 324-5300 FAX: (407) 324-5999 FIG. 3 I -MAIL: RONnDEVLENFNG.COM JOB NO.: 11-112 WEB: WWIV. .DEVLENENG.COM LE55 TI -14N C-, .3 CLR. (TYP.) PT 4xA P05T TYP CONCRETE -a/ FILL e741 R ELEv4T I ON 5CALE- 1/2' = 1'-0' • `!or 1'nli 'rN df I' -25-20'.-.3 Rp? ALD D. DEVLEN. P.L. Ft. REG. NO.49782 112' FRONT OF 5L -IED I 5E=" PLAN 0 I m /-PT 12 5P 2x& / Rlrl BOARD �W :o @ I— NOO r11 W N 2000 S. PARK AVENUE DATE: 05126/2U'16 SANFORD, FL 32771 REV.: DRAUK 5115 DEVLEN ENGINEERING, Inc. STRUCTURAL ENGINEERING 145 E. WILBUR AVE. ® APPROVED' RDD C.O.A. 9459 LAKE MARY, FL 32746 SWEET. PHONE: (FAX:((407 324-5300 324-59 EMAIL: ROII9DE\'�I ENENG.COM FIG. 4 JOB NO- I6-112 WEB: \VW\ .DEVLENENG.COM SPED FINI5P FLOOR ELEVATION CONCRETE FILL 1Jot 1'afi,T • nth rN '15-1b-20 i o RONALD D. EiEVLEN. P.F. -FL. REG. NO. 49782 ol I INDICATES MEASUREMENT -m LEADING EDGE OF TREAD T 2xro (FLAT) e 2x.4 AT TOP �p PT 2x,4 AT BOTTOM UJ/ (4) Uool COM I -IDG n� PER EA. CONNECTION TO POST z CL 3/4' BOLTS • z T PT 4x4 POST �0 I I I TYP. � n rl,: FINAL GRADE ELEVATION PER SITE PLANS EPT41 R SECTION SCALE. 1/2' = I'-0' 0 2000 S. PARK AVENUE DWE• 05/260016 SANFORD, FL 32771 REV.. DRAWN: $55 DEVLEN ENGINEERING, Inc. STRUCTURAL ENGINEERING 145 E. WILBUR AVE. ® APPROVED: RDD C.O.A. 9459 LAKE MARY. FL 32746 SWEET. PHONE: (407) 324-5300 FAX. (407).99 f_MAIL' RONQDf_DEVVLENIiNG.COM FIG. 5 JOB NO. 16•n2 WE WW DEVLENENG.COM RECORD COPY AN, ,.t � _ C C c ra�k f RECORD COPY 3 Awp R v 140,k � -1� /� I SANFpRD o��OgRTM�r� #16-165 a 0 L-1 RECORD COPY Legal Description: Lots 5, 6 and Lot 7, SANFORD TERRACE, according to the map or plot thereof, as recorded in Plot Book 4, Page 36, of the Public records of Seminole County, Florida, LESS the East 5 feet thereof for right—of—way for Park Avenue. A PR.M. - PQeIAENT REFERENCE MONUMENT B B R E V I A T I O N L E G E N D - CONCRETE CJL - CONCRETE MONIIIENT EL - ELEVATION CONC. P.O.C. - PONT OF COMMENCEMENT P.D. - PUT BOOK A/C - AIR CONDITIONER CLF. - 04AIN LINK PENCE P.C. - PONT OF CURVATURE M'4 - PAGE TVP. - TYPICAL ■F. - W000 FENCE PRC - PONT OF REVERSE CURVATURE NJL - NO!- umm I.I.E. - IFIUTY EASEMENT C a 0 - am R GUTTER P.C.C. - PONT OF COMPOUND CURVATURE RAD. - RADIAL D.E. - DRAINAGE EASEMENT CATV - CABLE TE3EV19O1 RISER P.T. - PONT OF TANGENCY R - RADIUS F.F. - FINISHED FLOOR TEE - TELEPHONE RISER PJ. - PONT OF INTERSECTION L - ARC LENGTH &S - EIA.ONG SETBACK TRANS - TRANSFORMER PAD PCP. - PERMANENT CONTROL POINT a - DELTA C.R.S. - CONCRETE BLOCK STRUCTURE LP. - UOIT PCE P.QL -POINT ON LINE R.P. - RADIUS PONT P - PUT P.P. - POWER POLE CAL CHORD BEARING R/W AY MEASURED as ELECTRIC AYE T9. - TANGENT BEARING f - CENTER LINE C - CALCULATED R/W - RIGHT OF WM Survey Notes: 1. 'NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER'. 2. BEARINGS SHOWN HEREON ARE RELATIVE TO THE NORTHR UNE OF LOT 5 AS BEING N 89'49'20* E AS BEING ASSUMED. 3. THE 'LEGAL DESCRIPTION' HEREON PER THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OR OPINION OF TITLE NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS. RIGHTS—O•—WAY. AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS NOTED. 5. ALL BEARINGS AND DISTANCES SHOWN HEREON ARE PER THE DESCRIPTION AND ARE CORRECT AND IN AGREEMENT WITH THE FOUND AND SET MONUMENTS AS MEASURED IN THE FIELD UNLESS 07HERVASE NOTED. 6. ACCORDING TO THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 12117CO07OF EFFECTIVE DATE: SEPTEMBER 28. 2007. THIS PROPERTY UES IN ZONE ;_ LYING OUTSIDE THE FLOOD ZONE. 7. NO UNDERGROUND UTILITIES. FOUNDATIONS OR IMPROVEMENTS. IF ANY, HAVE BEEN LOCATED EXCEPT AS SHOWN. 8. THIS BOUNDARY SURVEY MEETS OR EXCEEDS THE HORIZONTAL CONTROL ACCURACY OF 1/7500 BEING A SUBURBAN SURVEY. Project No. 117—LJT-001 Owg file: 117—LJT-001 W. M. - WATER METER FJL - FIRE HYDRANT N at D - MAR AND OISC G.M. - BENCH MAW PNMT. - PAVEMENT F9. - FEND BOOK M.H. - MANHOLE (A) - ACTUAL LD. - IDENTIFICATION FND - FOUND EW - EDGE OF PAVEMENT Certified Con*ct To: Leonard I Turner and Jocqueline F. Turner USAA Federal Savings Bank First American rode Insurance Co. Surveyor's Certification: I hereby certify that the attached 'Boundary Survey' of the hereon—described property Is true and correct to the best of my knowledge. Information and belief s dons under my direction in the field an March 25. 2012 I Furth Ify of this 'Boundary Survey' meets the standards,of t forth,in Chapter 5J-17 of the Florido Administrative' ".. =Dots: 2/29/16 NOT VAUD IiW7HOVT MEET T= .w. C. o • P:S M.. Prof"Wonol ,SUrveyer and :Mopper Florida Regls&otian No. 5¢99 , DRAWN: WCE Boundary Survey y Leonard W. Turner and Jacqueline F. Turner' 2000 SOutb Park Avenue Section 36, Township iq South. Range So East City of Sanford, Seminole County, Florida i c �/ /� KEg----,,6ur.veAnn. e` 9HE}71 t OF 2 APPROVED: WCE DATE:2/2q/i6 121 Bums Avenue 1.0461oar.,FL. 3�750,A (usin ss # 78 9 License Business fi 7899 SCALE: N/A IV Boundary Survey . • NOT ViLLlD wwovr sn►EETs :; APPROVED PLANS _20 th- -STREET; (HUGHEY STREET PER PLAT) C tALLS IN (50' PUBLIC RIGHT—OF—WAY PER PLAT) nSE--C � i 5- : GT GaluT • `�= �� 5 W I Jg Z a• W W FOUND %- IRON EIF.CTRIC 20.3' sb J; • •' T PK NAIL' ° 8 SIGN WATER - ` " •dt DISC s� WELL 6'�� OCONCRETE 6.9' C P- -49-20 LB g 7899 n% •: ':•- °�� '`''• 2.0 Ok to install 10' x 16' (160 square foot) 9' y e.r lIq ROD & CAP PSM 3384 147.00 M :147' (P) shed/chapel kit and foundation as shown on "ITY in CL kr � v —• • Patr:•; GUY 6OM FTNCE �'r" ' 3-STORYW'';.;:: WOOD FRAME :,AaiS_//� plan. Meets area and dimensions regulations F- v I Puri. .:tJ 7• �• •t aitiiC .: tJ for the 511-1 zoning district A n b VACANT ANT \ w FI /I /// / ////� // 2 I L I �^GAS a Fl� n Cd cli bI it OD) do CAP B 7020 0 W 54.0• �--- YE1FR i • 01/ • `�= �� 5 W I Jg Z a• W W FOUND %- IRON EIF.CTRIC 20.3' sb J; 31.0' O C 8 METER ,•, jS - I 0 I CK o Y 30 WELL 6'�� OCONCRETE 6.9' C P- I n% •: g 'K I` a FENCE 9' y e.r lIq ROD & CAP PSM 3384 l o� Q) (,) - ; • o 'm PLASTIC DIED in CL kr � v !::.• ' 3-STORYW'';.;:: WOOD FRAME :,AaiS_//� Q) F- v I Puri. .:tJ 7• �• •t aitiiC .: tJ A n b VACANT ANT \ w FI /I /// / ////� // ONCRETE. I. Fl� n Cd cli bI it OD) do CAP B 7020 2 T 6' WOOD IFENCE �--- 01/ F� •= O F (P) i •::.. 0 31.5' 34.3' _ Q_ • Q) I N < ` ooNprEh. ,1 �� 31.0' 4' WOAD 1•) FENCE 1 -STORY COVERED W O WOW FRAME N GARAGE N 147.00' (10 CONCRETE CARPORT 147' (P) (L 5 W I Jg Z a• W W FOUND %- IRON 8' "o 8 J; 31.0' O C 8 Box W LIQ o 0.O - I 0 I CK o Y 30 WELL 6'�� OCONCRETE C P- I n% •: g 'K I` a I 9' y e.r lIq ROD & CAP PSM 3384 l o� Q) (,) - ; • o 'm PLASTIC DIED in CL � v Q) F- v I Puri. .:tJ 7• �• •t aitiiC .: tJ A n b VACANT ANT \ w FI o OPEN FIELD Fl� n Cd cli bI it OD) do CAP B 7020 2 T 6' WOOD IFENCE �--- 114TD0' (M) ; 147' (P 0 147.00' (M)j!7' (P) N 89'49'20' E 142.00' (M & (P) - (L .•� v' W I Jg Z a• W W FOUND %- IRON "o 8 J; N O C 8 Box W LIQ o - 0 I CK o Y 30 N C FOUND W IRON •. n% •: g 'K I` a I 9' y e.r lIq ROD & CAP PSM 3384 l o� Q) (,) - ; • o 'm PLASTIC DIED in CL � v Q: F- 1: rv� $- FOUND %- IRON "o 8 J; ROD & CAP PSN 3384 - t 147.00' (M) ; 147' (P) FOUND W IRON •. n% •: I 9' y e.r i(it "; • - "' i... ROD & CAP PSM 3384 Q) (,) - ; • PLASTIC DIED , ! (. .r. _,rr- • /�r- Q: Puri. .:tJ ...o A n ANT \ w ' OUND %' IRON Fl� n Cd it OD) do CAP B 7020 2 T 6' WOOD IFENCE 114TD0' (M) ; 147' (P 0 ' 4w N 89'49'20' E 142.00' (M & (P) - FEN I 0.9 s I I I DRAWN: WCE APPROVED: WCE DATE: 2/29/16 SCALE: 1" = 3o' (- FOUND %' IRON ROD & CAPI LB 0 7020 'BCA' Ct No. 117-LJT 001 fila 117-LJT- 1 Boundary Survey KLE Surveying SHEET Leonard W. Turner and Jacqueline F. Turner A& Mepp/ng, 'no. 2000 South Park Avenue 121 Burns Avenue Longwood, FL 32750 Section 36, Township 19 South, Range 30 East (407) 402-2331 City of Sanford, Seminole C ukty, Florida License Business # 7899 OF 2 Little Cottage Chapel/Schoolhouse Construction Manual CONSTRUCTION MANUAL SHEETS 0-26 4 G 0E _-26— 16 nJA D D. DEV1_'N E. FPOF. REG. N0. 49 bz' Tools s Needed: • Cordless drill (12V or higher) • #2 square drive bit • Hamrner • 6' step ladder • Tape measure • Square utility knife w/ blade blade & hook blade #�� A b 5 4 SA�GU Little Cottage Co. PO Box 455 Berlin OH 44501 330-893-4212 2007 Little Cottage Co. JUN 13 20153 1 3 W Little Cottage Chapel/Schoolhouse Thank you for purchasing from Little Cottage Co..' You will find all components necessary to complete your chapel or schoolhouse. Refer to your buy list for specific contents, which will vary by unit. 41 F • Secure sections together by driving two sets of two (2) screws per side every 8" to 10" inches. Of each set, drive one upward and the other downward towards the plywood. 4'x 4'runners (as shown) are optiona1 on standard unts. However, runners are necessary when adding a deck and rail to ensure child door clears the deck. N 4 T Locate a level spot and lay the two (2) 4'x4' flooring sections side by side. Verify that the plywood sheets are level to ensure that floor is even. As applicable, set additional sections in place and ensure that abutting plywood is level. Then, secure sections as previously described. Once complete, turn floor on onto runners. Again, make sure spot is level or you may have difficulty when setting panels and roofing later. Construction Manual` © 2007 Little Cottage Co. Page 1 Little Cottage Chapel/Schoolhouse 0 11 Refer to layout diagram included with your kit package for panel locations Set first side panel in place, using a square to ensure that it flush with the edge of floor. While applying pressure from the outside, drive a 2%" screw through the 2X and into the floor section. 0 L Locate the next panel and set in place_ Nota that the lip on the next panel should overlap the section previously secured. , OM Using a square to ensure the sections are flush, secure the top of the abutting 2X's using a 2%' screw. 10 12 Repeat on the opposite end of panel. Then, secure the panel using 2%" screws every 16" between. With the section in place, drive a 2%" screw through the ZX and into the floor section. Construction Manual O 2007 Little Cottage Co. Page 2 Little Cottage Chapel/Schoolhouse 15 17 ftkmi IMIII:�N- FM ®rr Using a square to ensure the top of abutting sections are flush, drive a 2Y." screw through the bottom 2X and into the floor section. Secure the panel's base 2X to the floor section with a 2%'screw. Likewise, drive screws along base 2X every 16", as applicable. 14 16 18 Locate a front panel section, set in place and apply pressure to the bottom. With the square held in place, drive a 2%" screw through the comer 2X and into the abutting section's 2X. Locale the corresponding front panel section and set in place. Construction Manual 2007 Little Cottage Co. Page 3 19 21 23 Apply pressure to the base of panel. Drive a 2%" screw through the base 2X and into the floor section along the door opening. Screws should also be driven every 16`. At the top. drive a 2%" screw through the section's end 2X and into the abutting 2X. 1113-90 ill". Locate the header block and set in place as shown. Construction Manual 2007 Laiule Sona a Co. Page 4 Little Cottage Chapel/Schoolhouse 25 WASz Level the block using a square and secure using two (2) 2%" screws on both ends. 27 Using a square to ensure the top of abutting sections are flush, drive a 2%° screw through the bottom 2X and into the floor section. 29 i Pas Drive a 2/:" screw through the base 2X (at the doorway) and into the floor section. Likewise, drive screws along base 2X every 16", as applicable. 26 28 WI . Now locate a rear panel section, set in place and apply pressure to the bottom. Set the corresponding back well section in place. Verify that the opening between the inside 2Xs is 34" If not, adjust front panel section slightly while making sure that it does not overhang the comer of floor section. Construction Manual 2007 Little Cotta a Co. Page 5 31 33 Little Cottage Chapel/Schoolhouse Set a level atop the abutting comer and ensure joint is flush. Drive a 2%" screw through the base 2X and into the floor section at the comer of back panel section Drive a 2%'screw through the base 2X and into the floor section along the door opening. Screws should also be driven every 16" along the base 2X. 35 EW Now locate the two half sections That wW comprise the upper kart of the chapel. At the top. then drive a 2%" screw through the section's end 2X and into the abutting 2X. 36 Using a square to ensure that sections are slush (both as shown and along the edge of 2X), drive a 2%" screw through the abutting 2X's several inches from the bottom. const?WC On Manual �s© 2007Little Cottage Co. _ Page 6 Little Cottage Chapel/Schoolhouse 37 _.O t Drive a 2%" screw through abutting 2X's near the top. 39 ARM ..v •- Carefully set the upper front section in place, with the base 2X set squarely atop front panels. 41 With the upper section in place, verify that the upper and lower inside 2X's are flush. Then drive 2%" screws through the upper section's base 2X and into the 2X below as shown. 38' The upper front section of the chapel is now complete and ready for installation. 40 42 Note that both ends of the upper section must overhang the innermost edges of the side wall 2X's by 51. " Construction Manual © 2007 Little Cottagr Co. Page 7 4 #:: �r 5 n� K, `yy Repeat on the opposite side. Construction Manual © 2007 Little Cottagr Co. Page 7 43 ' x Locate the upper rear section panels as shown above. Ori 4'7 Drive a 2'z" screw through abutting 2Xs near the top. Carefully set the upper rear section in place, with the base 2X set squarely atop rear panels. 44 .'01- Using a square to ensure that sections are flush, drive a 2%" screw through the abutting 2X's several inches from the bottom. �J be :1 Note that both ends of the upper section must overhang the innermost edges of the side wall 2X's by 5'S." Construction Mammal ® 2007 Lmle Cottage Co. pagr 8 46� `` , Drive a 2/:"screw near the mid point of abutting 2X's. �J be :1 Note that both ends of the upper section must overhang the innermost edges of the side wall 2X's by 5'S." Construction Mammal ® 2007 Lmle Cottage Co. pagr 8 51 53 At one side, verify that upper and lower section's 2X's are flush using an angle and secure with a 2%" screw. At the tower section's upright 2X, verify that the upper and lower sections are flush. Drive two (2) 2%" screws through the upper section's base 2X and into the lower section. Repeat above the opposite upright. 52 54 aF , f e Repeat at the opposite side. Locate the eave trim for both sides of structure, which include an eave joint block for each section. Note that the number of sections will vary depending on the length of the structure. AA`now Beginning at the front of structure, set the first section Attach the next trim section, ensuring that it is flush in place. Use a level to verify that the inside of eave with the inside of the side walls 2X. plate is flush with the inside of the side wall's 2X. Drive 2%"screws as indicated. Construction Manual © 2007 Little Cottaze Co Page 9 57 r► IJ Note that screws should be driven on both sides of wall splice as well as every 16'. Attach the eave joint blocks (to the eave plates) on the underside of each joint using 2h" screws on both sides of splice. Use angles to square the joint of the truss, making sure the tips are even. 58 M11 Locate the truss components as shown above Drive a 2%" screw through one truss member and into the opposite member. Construction Manual 2007 Link Cottage Co. J'agr 10 61 63 Little Comae Chapel/Schoolhouse r► f.ArW Beginning at one end of structure, raise the first truss into position. Note that all truss locations are marked on the eave plates. 64 Secure the truss plate in eight (8) locations as shown above. Then, repeat the preceding steps for all remaining trusses. Note that the actual number of trusses will vary based on the length of structure. I. 65 _. 66 �P T Locate the strip of siding to be attached below the Locate the door bar spacer and insert along the floor doorway Verify that strip is level with the floor using a between the doorjambs. square. Then, secure the strip of siding using four (4) 1 %" screws. Construrtton Manual © 2007 Little Cottage Co. Pagr 1 J 67 W 71 Little Cottage Chapel/Schoolhouse Set tower section of door in doorway and atop the door bar spacer. Make sure the narrow gap on both sides of door is equal. Then secure using 1 V black headed screws as provided in your package. Locate the wooden door latch and position lengthwise as to allow its edge to be flush with the door trim. Drive a 2%" screw to the point at which the latch is tight - but loose enough to tum by hand (see Inset). Then attach inside upper and lower pull handles. 68 70 72 Next, set the top door section in place atop the lower door section. Note that you should leave a V." gap to allow doors to open and close independently. Then, secure door using 1/." black headed screws. Attach the upper and lower outside pull handles using black headed screws. Locate the strip of siding to be attached below the rear doorway. Set in place, using an angle to ensure that the top of strip is even with the floor of structure, and attach using four (4) 1 %"screws. Construction Manual .(D 2007 Little Cottage Co. �Page 12 73 `lI 77 Next, attach the trim above the adult door using five (5) 2%" screws as shown. Attach upper hinge of rear door as shown. Then. verify that door opens and closes freely. Attach upper hinge of upper rear door as shown. Then, verify that door opens and closes freely. 74 76 im Set the lower section of rear door in doorway, allowing a narrow gap between the door and floor. Make sure the narrow gap on both sides of door is equal and secure the lower hinge using black headed screws. Set the upper section of rear door in doorway, allowing a narrow gap between the doors. Make sure the narrow gap on both sides of door is equal and secure the lower hinge using black headed screws. Locate and open the latch package included in your kit. Use the template to lightly mark the latch location on your structure. Construction Manual 2007 Little Cottage Co � g� Rage 13 Kittle Cottage Chapel/Schoolhouse 81 83 Verify that the bolt and front catch are property aligned. Then, tighten the front catch. 48" The OSB sheets included in your kit ha+ne been cut for specific roof locations. Accordkx* use the diagram (as above) provided in the package to determine where each piece of OSB will be located. Attach the case as shown above. 82► ^0004 jW 1 Vfl s Locate the Orient Strand Board (OSB) and place in a convenient location. Note the actual number of OSB panels will vary based on the length of your structure. Refer to your layout diagram. 84 Beginning at the lower left comer. align the first OSB sheet with the edge of truss. Likewise, use an angle to ensure that the bottom edge of OSB does not exceed the tip of the truss. Construction Manual 2007 Link Cora Co. Aagr 14 Little Cottage Chapel/Schoolhouse 85 b The lower right corner will reach, but not surpass, the center of the truss. As in the preceding step, secure the lower right corner of OSB. POW - Place the next OSB in place, align edges, and secure the lower left comer to the underlying truss using 1 /." black head screws. 86 I Once property aligned, secure the lower left corner of OSB to the underlying truss using a 1/," black head screw. 88 t Now 90 rl Now secure the center of the OSB to the underlying truss in a similar manner. As in the preceding step, secure the lower right corner of OSB. Construction Manual O 2007 Little Cottage Co. Pagr 15 91 Fel Little Cottage Chapel/Schoolhouse' 92 94 Construction Manual 42007 Little Cottage Co. Page 16 Little Cottage Chapel./Schoolhouse. 97 98 Once on center, drive a 1'/." black head screw through Secure the upper and lower {right) corners of the the OSB and into the center line of truss. OSB. 99 100 - %W Place the upper row of OSB in place, align, and Repeat for the upper left comer. secure the lower left corner with a 1'/." black head screw. 101 f� -- . Repeat for the lower right corner. A 102 i v b r Place the next OSB sheet in place and secure the lower left comer with a 1'/."black head screw. Construction Manual © 2007 Little Cottage Co. Page "17 s, Repeat for the lower left comer. Then, drive 9'." black head screws every 6' around the perimeter of all OSB sheets. Once complete, repeat for the opposite side of structure. 107 4 U Top of trim t w` w AOeasure upward and strike a i%e 5'° above the door trim. Line should be the length of the trun. Thea, mark the center point of the line. 104 n Repeat for the upper right comer. 106 , Locate and prepare to attach the awning. 108 Underside of awning Mark and match center points Measure and mark the center point on the underside of awning. Hok% the awning, match the center points and align the bottom of awning with the line. If desired, lightly trace the awning for clarity. Construction Manuel t ► 2007Li * Cottage Co. Pa�P 1 Little Cottage Chapel/Schoolhouse 111 Attach OSB to the awning, securing with 1l." screws at all comers and every 6". One piece of dripedge will need to cut to the proper length. Do not discard the residual dripedge, however, as it will be used on the opposite side of the structure's roof. 110 From the inside of structure, drive corresponding 1/," screws through the side wall and into the 2X's on awning. 114 Construction Manual Oc 2007 Little Cottage Co. Pnoe 19 112V �. 7 711 " Set the dripedge along the base of roof as shown above, securing with 1/," screws every 2'. 114 Construction Manual Oc 2007 Little Cottage Co. Pnoe 19 117 119► fi Hold the next strip of dripedge along the end of roof line and secure as shown above. 118 120 To prepare to shingle the roof, first measure upward from the edge of dripedge 8Y,"and snap a chalk line. Continue to attach dripedge to the peak. Then. snip the dnpedge to accommodate the bend. 11 Locate the residual dripedge previously trimmed and attach as shown above. Construction Manual 4 2007Littk Cottage Co. Page 20 Uwe I, t 11 Locate the residual dripedge previously trimmed and attach as shown above. Construction Manual 4 2007Littk Cottage Co. Page 20 121 123 125 Attach the first row of shingles, trimming off excess as shown in the inset. Stagger rows of shingles as shown. 122 124 126 Begin the next row of shingles as shown. 5 Continue to stagger shingles, working up to the ridge and towards the opposite end of the structure. Once at the ridge, carefully trim excess shingles to expose ridge opening (see inset). Repeat on opposite side. Measure downward 6"and snap a chalk line along one side of the roof. Construetion Manual O 2007 Little Cottee Co. hige 2.1 127 129 131 °..s.dy. Little Cottage Chapel/Schoolhouse , Prepare to cap the roof by trimming the first cap section to the proper width. Continue capping roof until reaching the opposite end of structure. However, do not attach the last cap section. With the main structure now shingled; proceed to the awning. Attach the first (see inset) and second shingles - 128 130 132 Then, align with both the chalk line and end of structure and attach to roof. Instead, finish the cap using a no adhesion strip as shown. im excess Then trim excess shingle along the edge of awning. Construction Manual ® 2007 Little Cottage Co. ....R��, �2. 133 134 P Attach the final shingle. trimming off excess along the awning. The awning is now complete. 135 136 137 Beginning with a section without the ridge cutout. caulk the end as shown. With the remaining section without the ridge cutout, caulk the edge as shown. 138 Locate the steeple components provided in your package. Note that the base of structure will be assembled first. 1 Support Strips"� Y �s Position the two pieces as shown and secure using two (2) 1 W' screws. Note that screws must be driven into the IX support strips as shown. Again position the two pieces together and secure using two (2) I V," screws. Construction Manual �������,•�,���������..�...,� ©2007 Little Cottage Co.�, �• ���. .�..�. _.. w ��_u� _a.,.. ��,_.._�-Page 23.� 139 Now assemble the two sections together, noting that abutting edges must be caulked as shown in preceding steps. 141 . F 143 Holding the edges flush, secure the two sections with I Y," screws every six inches. Now locate the cross and insert into the opening at the top of the steeple. Drive a 9'/," screw through the side of steeple and into the underside of cross. securing it in place. 140 As with the base, assemble the steeple portion by first caulking along the edge of one side. 142 Assemble the remaining sides of the steeple in a similar manner. Set the completed upper section of steeple on the steeple deck as shown above. Construction Manual m 2407DIde Cotta Co. Page 2 147 149 Set assembled steeple and deck on top of the steeple base as shown. 146 148 Then attach trim along all four sides of the bottom of steeple. Secure the steeple to the base using two (2) t % screws on all four sides. Run a bead of caulk along the upper and lower With assistance, carefully lift the fully assembled perimeters of the trim as shown. steeple to position and secure by Ioenailing a 2/:" screw through the steeple and into the roof at each come r. Construction Manual � O 2007 Little Cottage Co. Pag, 25 r • ' Little Cottage Chapel/Schoolhouse A . 151 Locate the three (3) 36" door braces provided in your package. These 2X supports brace the joint between the upper and lower rear wall sections. Secure the bottom of siding to the floor section using 1/<" screws every 8". 152 Construction Manual O 2007bitk Cottage Co. Page 26 REQUIRED INSPECTION SEQUENCE BP# BUILDING PERMIT Min Max IIns ection Descri tion In Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence IODO Final Building Other REVISED: June 2014 A# Address: lELEcTRjCAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final 77 �1[in Max Inspection Description PlumbingUnderground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Insl2ection Description Mechanical Rough Mechanical Final 1�1[in li7[ax IIs ection IIDescri tion Gas Underpound Gas Rough Gas Final TTIIS INSTRUMENT PREPARED BY: Name: S Address: NOTICE OF COMMENCEMENT ftff nit Number: Parcel ID Number:. o Q 00 — Oo h 0 MARYANNE MORSEr SEMINOLE COUNTY C1.11,r OF CIRCU11 COURT & COI-IF'TROLLER BK 8116 I:'q 1224 (IF -9s) CLERK'S Y 2016067014 RECORDED 06/28/2016 02:03:01 1:11 RE(ORDING FEES $10,00 RECORDED BY hdevore The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the f6Bowing information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: 1 -0A -'I L 1pss n 2 GENERAL DESCRIPTION OF the property and street address if 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address:. �. G-� L e O%A a r d Interest in property: ns,,Zjti�V Fee Simple Title Holder (if other than owner listed above) Name: 5 Whoa o` Address: 4. CONTRACTOR: Name: n -e sr Phone Number: Address: S. SURETY (It applicable, a copy of the payment bond Is attached): Name: Address: Amount of Bond: 6. LENDER: Name: 1V 0 V-' -Q , Phone Number: Address: T. Persons within the State SLFWlds Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)7., Florida atutes. 8..; -In addition, Owner designates Phone Number: of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ign�cc Jj'z6'L- ;4. u e r or Lessee, or Owner's or Lessee's Autho' odOHker/Director/Partner/Manager) ue QLkipk i "Q C. l LAV to e (Print Norm and Provide Signatory's TIUe/Ofte) State of `J—,Q,— County of The foregoing Instrument was acknowledged before me this iz� 7 day of by L Who Is pers4illy known to me O OR Nome of person naldng statement \ ) who has produced identificationX type of identification produced: ik;0 FF 178648 �9 DEBBIE BLANTON MY COMM• LAI EXP RES:ISSION February 25, 2019 duN2880s,