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HomeMy WebLinkAbout21-1426 PERMIT'NUMBER City of Zephyrhills rinnrurr 5335 Eighth Street Zephyrhills, FL 33542 BAR-001426-2021 Phone: (813)780-0020 Issue Date: 02/22/2021 Fax: (813)780-0021 Permit Type: Add/Alter (Residential) Property Number Street Address 24 26 210080 00000 2750 3508 Tourmaline Drive Owner Information Permit Information Contractor Information Name: DAVID&LYNN LESSMILLER Permit Type:Add/Alter(Residential) Contractor: HOMEOWNER Class of Work:Add/Alter Residential Address: 3508 Tourmaline Dr Building Valuation:$21,000.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$4,500.00 Phone: (920)360-5386 Mechanical Valuation:$0.00 ,n Plumbing Valuation:$2,500.00 Y` Total Valuation:$28,000.00 2,4 Total Fees:$390.00 Amount Paid:$390.00 Date Paid:2/22/2021 1:33:33PM Project Description CONSTRUCT 12 X 42 LANAI W/CONCRETE SLAB Application Fees Electrical Plan Review Fee $31.25 Building Plan Review Fee $72.50 Plumbing Permit Fee :$52.50 Electrical Permit Fee $62.50 Plumbing Plan Review Fee $26.25 Building Permit Fee $145.00 REINSPECTION FEES: (c)With respect to Rein'spection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. 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 permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property.If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. ONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-613-780-0021 Building Department Date Received Phone Contact for Permitting - �`` rA- 7TRIerN.me r i S 0 ne Phone Number U Q' a Owner's Ad /1�L 0`uC. / H WOwner Phone Number r Fee Simple Owner Phone Number Fee Simple Titleholder Address p , JOB ADDRESS SRO ��G! G�/� �f• 2e 4.4- /' %^/ C 3��gSYb LOT it a7 J SUBDIVISION /'U/4PARCEL ID# / 4j'o2 `��0 `""'���"a75 0 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR e ADD/ALT 0 SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK �G4hcc/• N/ /J a°L(J/a Li^CT� 4, L BUILDING SIZE � SQ FOOTAGE U HEIGHT TP1T1'TP'iTrTrTYTfT�iT'1'•1"'P�/9�PTY'PYT�rPrPTPiTrPI"P"rrT'P'P"r�P9�1'T'�1"1"riTfTl'�� BUILDING $ VALUATION OF TOTAL CONSTRUCTION mod" =ELECTRICAL $ q Q©q AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING is O.,`r,/ � Cl =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION GAS SPECIALTY = = FINISHED FLOOR ELEVATIONS� ROOFING 0 FLOOD ZONE OTHER AYES NO �.-- P .-'.-'. ... . . . .. . . F. ..-rr�.- :_i•-�•-�i•-��.�./. l-;el.t-i-'a�F��l-i-i� BUILDER COMPANY K/ �r Z"��1 ale SIGNATURE �-r REGISTERE Y/ N FEE CURREN Y/N Address w J 'r / /. (,(/ :70 License# ELECTRICIAN COMPANY lclwl;O., ,nicl —gsm/ !&,,^ SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address k 01. N MIX 53OLI License# PLUMBER COMPANY G(I1Lev' Qvld PSSfN f e SIGNATURE (� REGISTERED Y/ N FEE CURREN Y/N � Address J S`ta �k Dr• /ti'ea 1 S�13�'( License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN L)l N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N Address License# IIIIIIIIIIIIII111111IIIIIIIIII1111111111111111'IIIIIIIIIIII111111111 RESIDENTIAL Attach(2)Plat Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal dale: Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Slit Fence Installed, Sanitary Facilities&1 dumpster.Site.Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. direction-•�1-1--I 1.1-1-a-i-f-•f-1-1--1-{-{-f-i--1-1•-1-1--1-1-f-1-{-L-6-[-8-1-F-�4.1-i-1a { 1--i-1-,F.F-i-6-F-1-•1��..1--4-f-{-1-1-t-b•�i- Dlrections: Fill out application completely. Owner&Contractor sign back of application,notadzed If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(far the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PloUSurvey/Footage) Driveways-Not over Counter if cn public roadways:.needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be.licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs, if the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner'prior to commencement. CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority.-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it'is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection With a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. , - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill-is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter, or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTERIP TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER-OR AN ATTORNEY BEFORE RECORDING YOU NOTI E OF CDMMENCEMENT. FLORIDA JURAT(F.S.1 .03 OWNER OR AGENT l CONTRACTOR < Subscribed and sworn to(or affirmed)before me this Subscribed and sworn to(or affirmed)before me this by by s a Who ire p onqrnown to me or has/have produced Who Ware p rsonaLLy,lcno�wp�to me or has/have produced Identification. r� /� as Identification. Notary Public Notary Public Commission N . Commission No. / Name of Notary typed,print d or stamped Name of Notary typed,printed or stamped CARLOSMALDONADO .phy"lwir , CARLOSMALDONADO Commission#GO 346275 ,r :, Commission#GO 346275 Expires June 16,2023 t ' ; Expires June 18,2023 uran bonded Thru Troy Fain Insce 6001,8b 7019 „fi, `` Bonded Thru Troy Fein Insurance 800,185.7019 DISCLOSURE STATEMENT FOR OWNER CITY OF ZXPHYRHjELLS BUILDING DEPARTMENT 3:,. have read and fully understand and agree to the provisions of this -instrument. The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or reroofing his or her own domicile, that he or she actually occupies, or will occupy by said domicile, and same is not for rent, lease or sale. That he or she shall comply with the following conditions: 1. That the owner and he or she alone shall act an the builder for all phases of construction. 2. That the owner will comply with all provisions of the City of Zephyrhills ordinances and codes pertinent to the building. 3. That in the event various phases of construction are subcontracted, he will engage only properly Licensed subcontractors and will personally supervise such work. 4. That in the event the Building Inspector shall require dorrectlous to be made, the owner will assume full responsibility to insure they are made, and upon completion will call for a reinspection before proceeding with the building. 5. That the owner shall assume full responsibility for the construction and will not expect supervision of his work from the City of Zephyrhills Building Department. 6. That prior to final inspection any, additional fees, including- re±uspecti on fees, must be paid in fall. A written request from this office shall constitute an official notice to pay additional fees. 7. That the owner shall comply with all City,' State and Federal laws in regard to social security, workman's compensation, lien laws, etc., where applicable- 8. That •the owner shall comply with all the safety codes issued by the Florida Industrial Commission. 9. State law requires construction to be done by licensed contractors. You have applied for a permit under as exemption to that law. The exemption allows you, as the owner of your property, to act an your own contractor with certain restrictions even though you do not have a license. You must provide direct ons:Lte supervision of the construction yourself. You may build or improve a one-family or two-family residence or a farm outbuilding. You may also build or improve a' commercial building, provided your costs do not exceed $25,000. Tice building or residence must.be for your own use or occupancy. it may not be built or substantially improved for sale or lease. If you sell or lease a .building you have built or.substantlally improved yourself within I year after the construction is complete, the law will presume that you built or substantially -improved if for sale or lease, which is a violation of this exemption. You: may not hire an unlicensed person to act as your contractor or to supervise people working on your building. it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You 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: youk building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law.- Your construction must amply with all applicable laws, ordinances, building , T w`3,r r A,ff codes, and zoning r OWNER'S SIGNATURE DATE ADDRESS o2 ft n 11315 4- PHONE WITNESS- PERMIT # 3� 5 I� 5i I 3 /2RoPvs ED Ia ,x ya, /)q-/vAl Coivc�2�'7"c e.R)Lll �w Exi 6T, Z:)1�2� !� ✓ . DR, r!=�i- /vU I/ZFsr«1-7AJ7- FR/ 9pj !1 �lq-jl G( %�-S fyt t [I e/ _ INSTR# 2021014822 BK 10264PG 727 01/25/2021 01:00pm Page 1 of 1 L Rcpt: 2252477 Rec: 10.00 2-C� r DS: 0.00 IT: 0.00 Nikki Alvarez—Sowles, Esq. Pasco County Clerk & Comptroller Permit No. Parcel ID No NOTICE OF COMMENCEMENT, State of_ �!D/'i L�� i County of 'S C THE UNDERSIGNED hereby gives notice th It improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes, the follong information is provided in this Not ice tice of Commencement: 1. Description of Property: Parcel Ide tificatibn No.o2y.2& —c2/— cogs —O o66 y — a7 J 1) Street Address: 1 SO r Ph 4 I—As 2. General Description of Improvement 016aGt'c I 3. Owner Information or Lessee information /if the Lessee contracted for the improvement: a es �� era.7 � , �'v ao >°r �i��S � � L•�Soh i��P�' ?ya Lo S me Address City State Interest in Property: 1.��h r Name of Fee Simple Titleholder: (If different from Owner listed above) Address / / �// City�esl>7t 1ler State 4. Contractor: ��Ui d L +eS f21 [�1�f 'L!! 1-7✓! ame `1 3 t>Z ��yl �3,s� ' ALL 1i�24 !/K C' �f� 2-ey 1 [L�t t State Address City Contractor's Telephone No.: 5, Surety: Name Address City State Amount of Bond: $ Telephone No.: 6. Lender: _ Name _ _ ---� — -- - - � - City State Address Lender's Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes: Name Address City State Telephone Number of Designated Person: 8. In addition to himself,the owner designates of to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner: 9. 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 one 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 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING-YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing c f commencem nt and that the facts stated therein are true to the best of my knowledge and belief. STATE OF FLORIDA COUNTY OF PASCO Si at re of Owner or L ssee,or Owne or Lessee's Authorized Officer Director/Partner/ na er Signatory's Title/Office The foregoing instrument was acknowledged before me this 0 day of��_,20 A by NY n n � � G+�55 W 1 as (type of authority,e.g.,officer,trustee,attorney in fact)for (name of party on behalf of whom instrument was executed). Personally Known❑OR Produced Identification Ld, Notary Signature Type of Identification Produced&;/S OH 5/ /✓2 -Ar 11e;3; Name(Print) a9 Nancy J Brooks of Floods My Commission GG 178530 `��� Expires o2/1 812 0 22 • �aw� wpdata/bcs/noticecommencement_p c053048 IN57R# 2021015930 8K 10265PG 945 01/26/2021 02:38pm page I of 3 Rcpt: 2253103 Rec' 27.00 0s* 0.70 IT: 0.00 Nikki Alvarez-SaWles, Esq. Pasco County Clerk & Comptroller Prepared By Lynn Lessmiller 3508 Tourmaline Dr. Zephyrhills,Florida 33540 After Recording Return To David Lessmiller 3508 Tourmaline Dr. Zephyrhflls,Florida 33540 Space Above This Line for Recorder's Use FLORIDA QUIT CLAIM DEED State of Florida Pasco County KNOW ALL MEN BY THESE PRESENTS,that for and in consideration of the sum of One-Dollar($1.00)and/or other valuable consideration to the below in hand paid to: Best Invest Properties,LLC with Lynn Lessmiller acting as the Managing Member with a mailing address of 2426 Shady Oak Dr.,Green Bay,Wisconsin,54304. The receipt whereof is hereby witnessed and acknowledged,the undersigned hereby quitclaims to David Lessmiller and Lynn Lessmiller,a married couple,residing at 3508 Tourmaline Dr., Zephyrhills,Florida,33540(hereinafter called the"Grantee(s)") as joint tenants,all the rights,title,interest,and claim in or to the following described real estate, situated in Pasco County,Florida,to-wit: Lot 275,THE EMERALD POINT RV RESORT,PHASE SIX,according to the map or plat thereof as recorded in Plat Book 48,Pages 6 through 8,Public Records of Pasco County, Florida.Parcel No: 24-26-21-0080-00000-2750 Page 1 To have and to hold,the same together with all and singular the appurtenances thereunto belonging or in anywise appertaining, and all the estate,right,title,interest,lien, equity and claim whatsoever for the said first party,either in law or equity,to the only proper use,benefit and behoof of the said second party forever. Grantor's Signature jrli� Date January 26 2021 Print Name: Lynn Less d er Address:2426 Shady Oak Dr.,Green Bay,Wisconsin,54304 qYLDA Cu Date January 26 2021 Witness ik Signature rNaa fn I') h4a n Name ofWitness 7399 US 4wv 99 S. if al-hieer). FL 3,38C/9 Street Address F zm— Date January 26 2021 Witness's Signature Name of Witness 3 Oot3 wei4,, Street Address Page 2 • State of Florida County of Pasco 1,the undersigned,a Notary Public in and for said County,in said State,hereby certify that 4m t) M - /-e-5:5 In i I/-,--/' whose names are signed to this Quit Claim Deed,and who is known to me,acknowledged before me on this day that,being informed of the contents of the instrument,they,executed the same voluntarily on the day the same bears date. Given under my hand this Ll-day of (SEAL) Notary Publico 0 My Commission Expires: 4ON Notary Public State of FIWOOOIWdfta 41? Nancy J Stooks My Comhaim GG 178530 Expires 02/1812022 Page 3 TII REo<3 ° 'I VIEWED 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR For qT EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED PL CE WIT SCE 9v16�IP11BC TH General Notes �. �JRDITION RESIDENTIAL&E11�STS A.CONCRETE&FOUNDATION DESIGN: 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X OTHERWISE. N 5360 v BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 No.53608 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL ® : • PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 7.ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT CHANGE THE EXIT FACILITIES FOR ® e e 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF EGRESS PER HUD 3280.105,(a)THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY . : STATE MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 0 v 3. 3000 PSI FIBERMESH 3 4"PER CUBIC YARD MIN.)MEETING OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35'AND SO THAT TWO EXITS DIRECTLY OUTSIDE ARE • i ( / INSERTED IN PILOT HOLES BY TURNING AND UNDER NO STILL MAINTAINED.A CARPORT OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE. �� '° `Q 4 APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. NON-HABITABLE SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT DOOR •v v I IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN WAS LOCATED,AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS THE REQUIREMENTS OF HUD s4a1 J a"b 4.ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY 3280.105 � a / REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME BE APPLIED IN CONDITIONS ACCEPTABLE TO i STRUCTURE.NO WOOD FRAME STRUCTURE MAY BE BUILT MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED. WOOD FRAMED,NON-HABITABLE LANAI; CONCRETE CAP SOIL FOR WOOD DESTROYING ORGANISMS. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE PRESSURE TREATED LUMBERARE STAINLESS STEEL TYPE 300 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES DESIGN DATA: PROFESSIONAL ENGINEER SEAL 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL FOR USE WITH ACQ PRESSURE TREATED WOOD,OR 1. RISK CATEGORY: I BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. OTHERWISE NOTED ON PLANS. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. 2. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH ENGINEER OF RECORD 8 THENCRETE SHALL CONFORM TO ASTM C94 FOR THE 10.ALL C 3. WIND EXPOSURE:ONNECTORS SHALL COMPLY WITH ASTM A653 CLASS WIND SPEED Vasd: 110 MPH David W.Smith P.E. FOLLOWING: OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 4. WIND LOADS-ENCLOSED: FLORIDA LICENSE NUMBER:53608 AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" INTERNAL PRESSURE COEFFICIENT: +/-0.18 3/4". UNLESS NOTED OTHER WISE. Thomas L. Hanson P.E. AIR ENTRAINING+/-1%-ASTM C 260. COMPONENT&CLADDING PRESSURES: WATER REDUCING AGENT-ASTM C 494. E.REFERENCE STANDARDS: ROOF:ZONE 1:12.4/-48.4 WALLS:ZONE 4:30.4/-33.0 FLORIDA LICENSE NUMBER:38654 CLEAN POTABLE WATER. ASTM E 119 ZONE 2:12.4/-63.9 ZONE 5:30.4/-40.7 OTHERADMIXTURES SHALL NOT BE PERMITTED. ASTM E 1300 ZONE 3:12.4/-87.1 Myron Max Neal, P.E. 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. FLORIDA LICENSE NUMBER:86663 ASCE 7-16 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN SOLID ROOF(MWFRS): 20 PSF AA 5, �p$ALUMINUM PART 1-A,&1-B CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, A FACTORAPPLIED FOR ALLOWABLE STRESS DESIGN: .6 �! J Joel Falardeau P.E. 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM[ C- Pty CODE, ,R AILING 5. SOLID ROOF TYPE: FLORIDA LICENSE NUMBER:70667 RECOMMENDATIONS. �j $FLORIDA BUILDING COI 3"X48"X.024",1 LB.DENSITY EPS FOAM COMPOSITE PANEL ROOF, 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, AST ONAL ELECTRIC CODE, Ei CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, 4 �1 FL 7561 OR EQ. Erik Stuart P.E. VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AST 34'HE CITY OF ZEPHYRHILLS DEFLECTION: L/120 SPALLING OR OTHER DETERIORATION. AS ANCES MAXIMUM ALLOWABLE SPAN: 13.44' FLORIDA LICENSE NUMBER:77605 ASTM A185 SITE SPECIFIC DESIGN SPAN: 12.00' B.MASONRY: FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) CMU SHALL BE STANDARD 7TH EDITION 6. EXISTING 4"CONCRETE SLAB PER SECTION'A'OF GENERAL NOTES AND 1.CONCRETE MASONRY UNITS (CMU) CURRENT ALUMINUM DESIGN MANUAL NEW CONCRETE CAP PER DETAIL. EXISTING CONCRETE SHALL BE HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR. F.ABBREVIATIONS: ADEQUATE TO WITHSTAND THE LOADS FROM THE PROPOSED ADDITION 2ALL MORTAR SHALL BE OF TYPE M OR S. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED FBC Plans &Engineering 3ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT MAXIMUM COARSE AGGREGATE SIZE OF 3/8". TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. Services,Abbott s, Inc. 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 1.TYP--TYPICAL 6272 Abbo Station Drive Unit 101 REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 2.SIM--SIMILAR �!� Zephyrhills,tl.33542 HEIGHT. 3. UON--UNLESS ( ) 4.CONT--CONTINO -C• 41P 12 Phone: 813 788-5314 C.ALUMINUM: 5.VIF--VERIFY IN /- Fax:1-(866)-824-7894 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE EPHYRH� ALUMINUM STRUCTURAL MEMBERS Website:www.fbcplans.com G.RESPONSIBIL N ' Cn LLS email:erb@fbcplans.com MINIMUM REQUIREMENTS OF 6005-TSFOR ALLOY WITH A 1.ALL SITE WORK SHALL BE PERFOR ENSED MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICA HOLLOW SECTIONS 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. 2 x 2:---------------------------------------2"x 2"x 0.044" DRAWN BY: W.P. 0.024"SHALL APPLY. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 3x2:---------------------------------------3"x 2"x 0.050" 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN 2 x 3:---------------------------------------2"x 3"x 0.050" DATE: 1/12/21 SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,ORACTUAL FIELD STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR 2 x 3: 2"x 3"x 0.070" REVISION: DATE: ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CONDITIONS. 2 x 4:---------------------------------------2"x 4"x 0.050" 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 2 x 5:---------------------------------------2"x 5"x 0.050" R0 1 MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, CONTRACTOR. INC.WASHINGTON D.C. THE FLORIDA BUILDING CODE,7TH 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED OPEN BACK SECTIONS RO 2 EDITION (CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 ON INFORMATION PROVIDED BY THE CONTRACTOR AND 1 x 2:----------------------------------------1"x 2"x 0.040" RO 3 ALUMINUM). MANUFACTURER. 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA 1 x 3:----------------------------------------1"x 3"x 0.045" RO 4 PRESSURE TREATED LUMBER PROVIDE DIELECTRIC LICENSED P.E.IN ACCORDANCE WITH STANDARb SEPARATION. ENGINEERING PRACTICES. SNAP SECTIONS S. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS #21_0111_149 THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF 2 x 2 Snap:----------------------------------2"x 2"x 0.045" PROJECT ADDRESS: USING#12 SPACING MAYBE 24"ON CENTER. H.MISCELLANEOUS: 2 x 3 Snap: 2"x 3"x 0.050" 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 Snap: SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2"x 4"x 0.045" DAVID & LYNN LESMILLER "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND WITHOUT A MANUFACTURER'S HOST BEAM. 3508 TOURMALINE DR. SPEEDS EXCEED 75 MPH" .DECAL SHALL BE PLACED SO IT 15 IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT SELF MATING [SMB) EMERALD POINTE RV VISIBLE WHEN PANEL IS INSTALLED. SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" ZEPHYRHILLS, FL 33540 LOADING IS PLACED ON THE MANUFACTURED HOME. D.FASTENERS: 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" 1.ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE CONTRACTOR: 300 18-8,WITH STANDARD FLAT WASHER UNLESS ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 6 SMB:---------------------- 2' x 6' x 0.050"x 0.120" MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE BARRIER REQUIREMENTS OF THE FBC 7TH EDITION 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" OWNER WITH ACQ PRESSURE TREATED WOOD. R4501.17.1 IN ITS ENTIRETY. 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD 3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" FLAT WASHERS AND NUTS. CONTRACTOR. 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" 3,ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILT!,RAWL, 4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ENSURE BONDING AGENT IS USED FIRST. NOTES HOT DIPPED GALVANIZED. B iLtw'Ti 'REVIEWED I LAPIJAM C 7TH q I�ii1iN K � T .v $ 3"X48"X.024" 1 LB. DENSITY � , i® EPS FOAM COMPOSITE PANEL ROOF, FL 7561 OR EQ. _ _ 1 ° tl•••eL 2"X4" STUDS ® 16 O.C. FINISHED WITH VINYL SIDING I PROFESSIONAL ENGINEER SEAL O I I 2 b, ENGINEER OF RECORD Go o0 David W.Smith P.E. ip FLORIDA LICENSE NUMBER:53608 Thomas L.Hanson P.E. FLORIDA LICENSE NUMBER:38654 Myron Max Neal, P.E. - FLORIDA LICENSE NUMBER:86663 ----------------------------- -------------------- POUR 4" Joel Falardeau P.E. 12'-0" 4" CONCRETE CAP CONCRETE CAP 12'-0" 4 FLORIDA LICENSE NUMBER:70667 REAR ELEVATION FRONT ELEVATION Erik Stuart P.E. "=1'-0" FLORIDA LICENSE NUMBER:77605 1/4"=l'—O" 1/4 FBC Plans&Engineering '-0" Services, Inc. 42 6272 Abbott Station Drive Unit 101 20'-2" 21'-6" _ Zephyrhills,Fl.33542 Phone:(813)788-5314 6X80 72X14 FIXED GL. 72X14 FIXED GL. 4/72X14IXED G I Fax:1-(866)-824-7894 Website:www.fbcplans.com 72X80 SOD PR. 36X80 C.O.A.-#29054 I REF o 00 DRAWN BY: W.P, x DATE: 1/12/21 II REVISION: DATE: N I I R01 I STORAGE LANAI _GF�FI - . • - . R04- -;-;-1 PRO ECT ADDRESS: GFI / ; 00 DAVID & LYNN LESMILLER ., ,i .._.._ 3508 TOURMALINE DR. TE RV / W/DEMELD' 1 ZEPHYRHILS,NFL 33540 24X30 220 CONTRACTOR: 1j I24X24 36X48 36X48 36X48 3'-o" OWNER 15'-6" 20'-2" 21'-6" Q SMOKE DETECTOR FLOOR PLAN 110 V. OUTLET 1/4"=1'-0" PLAN/ELEVATIONS SURFACE MOUNTED LIGHT FIXTURE %Nj; T$11CI�i 1PP�1/I 4VE REVIEWED T I TAN N '1s�A(( B IN � D FBC 7TH 3"X48"X.024" 1 LB. DENSITY-, ,� • EPS FOAM COMPOSITE PANEL \, Q e o • ROOF, FL 7561 OR EQ. • NQ.536 LI ________________________ _j : ! ___________________________ "��• S E PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD °1 David W.Smith P.E. FLORIDA LICENSE NUMBER:53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 Myron Max Neal, P.E. FLORIDA LICENSE NUMBER:86663 ----------------------------------------------------- ------- Joel Falardeau P.E. 42'-0" FLORIDA LICENSE NUMBER:70667 SIDE ELEVATION 2"X4" STUDS © 16" O.C. Erik Stuart P.E. 1/4"=1'-O" FINISHED WITH VINYL SIDING FLORIDA LICENSE NUMBER:77605 FBC Plans &Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 Phone:(813)788-5314 LII Fax:1-[866)-824-7894 Website:www.fbcplans.com C.O.A.-#29054 DRAWN BY: W.P. DATE: 1/12/21 REVISION: DATE: RO 1 R02 RO 3 R04 #21_0111149 PROJECT ADDRESS: DAVID & LYNN LESMILLER 3508 TOURMALINE DR. ---------------------------------------------------------------------------------------------------------- EMERALD POINTE RV 42'-0" ZEPHYRHILLS, FL 33540 SIDE ELEVATION 4" CONCRETE CAP CONTRACTOR: 1/4"=l'-0" OWNER PLAN/ELEVATIONS PRODUCT APPROVAL CODE CHART B LT©7Y1 / EVIEWED SIMPSON RSP4,LSTA12,SP2 HEADERS SPAN �Yl1 giig OR EQUIV.@ EACH STUD 2X4 DOUBLE TOP PLATE JACK STRUCTURAL COMPONENTS ® BEARING WALL SIZE 'W' STUDS Yb ATB�BC 7TH SIMPSON SP1 SP2 FL10456 � ,�� �Q SUPPORTING (2) 2"X4" 4'-4" 1 SIMPSON H10A FL10456 ® r VITI RESIDEN AL&cXI COMP. PANEL ROOF SIMPSON DSP FL10456 o e e 2 2"X6" 6'-4" 1 SIMPSON SPH FL10456 No.53606 (2) 2"XS" 8'-0" 2 SIMPSON ABU/ABW FLIG860 sew+ 2X4 STUDS @ 16"O.C. 2X4 CRIPPLE STUDS @ 16"O.C. SIMPSON LSTA/MSTA FL10456 (2) 2"X1O" 9'-6" 2 SIMPSON C516 FL10456 a STATE DBL 2X HEADER W/1/2"CDX (2) 2"X12" 11'-6 3 ALL CONNECTORS AND FASTENERS IN CONTACT PLYWOOD SPACER,PER CHART DBL.HEADERS W/Z"PLWD.SPACER,GLUED& W/TREATED WOOD SHALL BE ZINC COATED �css�om k �0 7/16"OSB OR 1/2"PLYWOOD SHEATHING,SEE NAILING NOTE NAILED W/2 ROWS OF 12d NAILS STAGGERED @ GALVANIZED STEEL OR SIMPSON'ZMAX' � Q1, 12"O.C. EACH FACE 12X4 JACK STUD EXTERIOR DOOR;SEE PLAN WALL PANELS(PLYWOOD)NAILING NOTE: INSTALL DOOR IN OPENING NAIL 8d NAILS 6"O.C.@ EDGES&12"O.C.IN FIELD. 1 2X4 FULL LENGTH/KING PER MANUF.INSTALLATION ROWS OF NAILS SHALL BE J"MIN.FROM PANEL STUD INSTRUCTIONS EDGES.PLYWOOD SHEATHING SHALL OVERLAP BOTH TOP&BOTTOM PLATES.ALL FASTENERS PROFESSIONAL ENGINEER SEAL ATTACH JACK TO CONT. NAILED PER MFG.'S SPECIFICATIONS. STUD W/10d NAILS @ ENGINEER OF RECORD 16"O.C. SIMPSON SP2 OR EQUIV. David W. Smith P.E. FLORIDA LICENSE NUMBER:53608 2X4 P.T.BASE PLATE Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 I.SIMPSON USP SSP ORE UIV. @STUDSTO ASEPLAT Myron Max Neal, P.E. WALL FRAMING FOR FLORIDA LICENSE NUMBER:86663 DOOR OPENING Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 Erik Stuart P.E. 3"COMPOSITE PANELS FASTENED TO TOP PLATE FLORIDA LICENSE NUMBER:77605 W/1/4"Ø LAG SCREWS W/NEOPRENE WASHERS, 1-1/2"MIN.EMBEDMENT @ 8"O.C. DOUBLE 2X4 TOP PLATE DEL 2"X4"TOP PLATE FBC Plans &Engineering (ONLY NON-TREATED WOOD IN CONTACT W/ALUM. SIMPSON SP2 OR H2.5A PLATE TIE OR EQUIV. Services, Inc. SIMPSON RSP4,LSTA12,SP2 OR ROOF OR PROVIDE IMPERVIOUS MOISTURE BARRIER) 6272 Abbott Station Drive Unit 101 EQUIV.@ EACH STUD Zephyrhills,fl.33542 DOUBLE 2X WOOD 2X4 CRIPPLE STUDS @ 16"O.C. DBL.2X HEADER WITH 1/2"PLYWOOD SPACER Phone:(813)788-5314 OVER OPENINGS,SEE HEADER TABLE 2X BLOCKING FOR PANEL SPLICE WHERE Fax:1-(866)-824-7894 HEADER,SEE CHART WALL HT.EXCEEDS PANEL LENGTH METAL FLASHING/CAULK OVER DOOR OPENINGS Website:www.fbcplans.com C.O.A.-#29054 INSTALL WINDOW FOLLOWING MANUF, INSTALLATION INSTRUCTIONS DRAWN BY: W.P. INSTALL WINDOW IN OPENING DATE: 1/12/21 2X4 JACK STUD PER MFGR.INSTALLATION VINYL SIDING OF CHOICE APPLIED PER INSTRUCTIONS MFG'S SPECS. REVISION: DATE: ATTACH JACK TO CONT. STUD W/16d NAILS @ %6"OSB SHEATHING,SEE 1/2"CDX PLYWOOD OR 7/16"OSB RO 1 24"O.C. NAILING NOTE SHEATHING WITH AN APPROVED RO 2 VAPOR BARRIER NOTE:VINYL SIDING MUST BE INSTALLED OVER A SHEATHING SHALL OVERLAP BOTTOM MINIMUM 7/16" RO 3 AND TOP PLATES.(SEE NAILING NOTE]. WOOD STRUCTURAL PANEL SHEATHING 2X4 CRIPPLE STUD S @ 16"O.C. (PLYWOOD OR OSB)WITH AN APPROVED RO 4 SIMPSON SP1 OREQUIV. 2"X4"STUDS @ 16"O.C. WEATHER RESISTIVE BARRIER PLACED UNDER -\ ._AT TOP&BOTTOM OF STUD,TYP. THE SIDING. #21_0111_149 2X4 P.T.BASE PLATE PROJECT ADDRESS: DAVID & LYNN LESMILLER 3508 TOURMALINE DR. SIMPSON DSP OR EQUIV. 1/20 WEDGE ANCHORS W/STANDARD WASHERS,12"FROM CORNERS,6"FROM OPENINGS AND 24"O.C.WITH 4"MIN. EMERALD POINTE RV @ STUDS TO BASE PLATE EMBEDMENT AND 1-3/4"MIN.EDGE DISTANCE TYP. SIMPSON SP1 PLATE TIE,OR EQUIVALENT ZEPHYRHILLS, FL 33540 1/2"0 WEDGE ANCHORS W/STANDARD WASHERS, 12"FROM CORNERS,6"FROM OPENINGS AND 24" CONTRACTOR: O.C.W/4"MIN.EMBEDMENT TYP. •.;'.:, .;;.•. '; .. .. NEW 4"CONCRETE CAP PER'SECTION A' OF GENERAL NOTES OWNER WALL FRAMING FOR EXISTING 4"CONCRETE SLAB WINDOW OPENINGS WALL SECTION WOOD FRAMED SHED