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Home My WebLink About13-14521 CITY OF ZEPHYRHILLS 5335-8TH STREET (si3)�so-oo20 21 BUILDING PERMIT Permit Number: 14521 Address: 38225 12TH AVE Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: ADD/ALT COMMERCIAL Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-03300-0130 Improv. Cost: 3,500.00 Date Issued: 9/10/2013 Name: CARRIAGE TRADE DRY CLEANERS Total Fees: 82.50 Address: 38225 B 12TH AVE Amount Paid: 82.50 ZEPHYRHILLS,FL. 33542 �nate Paid: 9/10/2013 Phone: (813)788-9808 Work Desc: REPAIR REAR DAMAGE TO ROOF FRAMING & CARPENTRY � - � �J (/1_� / ( l.J' I FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c)when extra inspection trips are necessary due to any one of the following reasons: a)wrong address b)condemned work resulting from faulty wnstruction c) repairs or wrrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site� plans not at job site g)work not accessible. 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 rnunty, and there may be additional permits 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 Must Acwmpany Application.All work shall be performed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O. �..,. �--- � .__ �-- CONT � C OR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER I IIIIII IIIII IIIII NIII IIIII IIIII IIIII IIIII llill IIIII IIII Nll �� `�2$ 2013148836 w x co cT oN, LLC Repl:154S497 Rsc: 10.00 3oa�� commerce Dr D5: 0.00 IT: 0.00 san antonio, FL 33576 08/27/13 C. Min�r, Dpiy Clsrk PRU�R 5 0'NEIL,Ph D Pq5L0 CLERK L COMPTROLLEF 08/27/13 ��3ga� 1 of i PERMIT NUMBER: OR BK Z P� 1�555 NOTICE OF COMMENCEMENT - 7'he undasigned haeby gives notice that improvement wil l be made to certain real property,and in accordance with Chapter 713, � Florida Statutes,the following information is provided in this Notice of Commenament. I DESCRIPI'ION OF PROPERTY(L.egal deSCription Of thC property&stroet address,if evailablG)TAX FOLIO NO.: ��262�-00�0-03300�0�30 suanrnsroro CITY OF ZEPHYRHILLS B��K 33 T��.�. �,.13-16 B�� . 38225 12TH AVE,ZEPHRYHILLS,FL 33542 'I.GENEML DESCR►PTION OF IMPROVEMENT: RE�vIOVE AND REPLACE SOFFITT&FASCIA AND FRAMING REPAIR 3. O�VNER iNFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: e.N�,�fl�aeaa��: CARRIAGE TRADE, INC. 38225 12TH AVE,ZEPHRYHILLS,FL 33542 b.t��RSC��ao�cy FEE SIMPLE TITLE HOLDER c.Name and addrese of ke simple tiUebolder pf different from Owner listed above): �I � a. a.corrrRncroa�sNnME: W�A. NEUMANN CONSTRUCTION,LLC. cooaa�cor�saed�ess: 30427 COMMERCE DR.,SAN ANTONIO, FL 33576 b phonenumber 813-782-9080 I 5. SURETY(ifappiicable,a copy of the payment bond is altached): a.Name and address� b.PFane number c.Amount o(bond:1 6.a.LENDER'S NAME. Lender's addfess: b.Phont number 7 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Stamtes: 'i a.Name and address. ��,'� � • * * i b.PFane numbers of designated persons: �� 8.a.In addition to himself or herself,Owner designates of � to receive a copy ofthe Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. �° �� b.Phone number of person w entity designated�y Owner: � �' � DO � � .. . � � 00 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 1 year from the date of recording unless a different date is specified): ,Zp_ 7� � • �, WARNWG TO OWNER� ANY PAYMENTS M nF RY THF nWNFR qF'['gR 7[P ATION nF THF*rn�rrrE OF OMWIEN('EtvIFNT -r • f�F ARF CONSIDERFD IMPROPER PAYMEMS UNT��R GH P7'RR 71 i_peRT l RF.C7!'!!?*!??i iZ Fi nRme cre�n rrcc �,a„�.�, ��S � � RF.S�ILT IN YOL�PAYING 7'WICE FOR QNPROVEMEM'S TO YO 7R PROP RTY e Un�nrG nv rna.n„rc�.�rc�.rc,.rr.n,e�r nc �* RF�p�r_F.D AND PO¢'['ED ON'ff►R 10B S�'?'F B FO F Fruc'r rntcPR�",r�nU tF vn�i mrr�tim�,�„.,nT y;,>,.,.�,n,�v. .....,�.....T * WITH YOUR LENDER OR AN ATTORNEY BEFO�COMMI�?JCTM�w RK OR F O nn� vnr trt rrtrrrrE OF OMIv1IId �r.rr � � W � , Under penalry of perjury,1 declare that I have read the foregoing notice of commencement and that the facts stated therein aze true to cA u� � [� � ithe�st of my knowledge and belief. � � ` p ��J J v /��.��C�l�/�1 n� G. 11I D G�' �/.�J� `��'- � � U� J o ',� Si ature of Owner or i,essee,or Owner's or Lessee's C�- �� T °- �' J � (Print Name and Prmide Slgnatory's Title/Oftice'j � �� d F_ iy;�� Author{zed Ofticer/Director/Partner/Manager) � � �� _ � State of FLORIDA y, � F- n RCn O PASCO t-- �ll i.,.. ��' c�'� U I Courny of � s �'J ;� � � C� F--- C�S, v' j � Y The foregoing instrumrnt was aclmowledged before me this�_day of ��.Zp (� LS � � � � � bY J"��"✓`�tJ �L ��IJ�l.T" ,as C�_1. >- U m a U (name of person) (type of authority,...e.g.officer,trustee,attomey in fact) CjC �_ � � a O _..i for , �— �' � (name of party on behalf of whom instrument was executed) � ,'� �� -= p Z �:.. / '/ �/ I�J /,, /� Lj :`j %' Personally Known_or Produced Identification v Type of Identification Produced� �J J��S�r—��%"�(.7�(' " `; r `r '(� ' I :�) r-- ,C C' �n,r L SLOZn'�sA.��,�.-� ,� ;• � � $1.�1�03 1 stwU. � .,.::. s�e2�l<.ii��-a"` c.� ��> � � wr Q z —� v�ao�do�vls�� . y u' � `� �.� � °° �'- � z - ��'�� • (Signature of Notary Public) � I--- f— O � • � m i ��'�0�1 (Print,Type,or Stamp Commissioned Name ofNotary Public) Rev.10-0(-11(S.Rewrding) , � City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: /" �urn� ��l�°LC.� (JY�� Date Received: �j— �, �3 Site: 3�g 2Z S �24�t, 1'�, Permit Type: y�t° �� c�•t �iC/ .5��, �l�k� Approved w/no comments:� Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. � � �./ Kalvin Switzer lans Examiner Date Contractor and/or Homeowner (Required when comments are present) s�aaao-oo2o City of Zephyrhilis Permit Application Fax-813-780-0021 Building Department Date Received Phone Contactfor Permittin 813 �82 _ 9080 Owner's Name CARRIAGE TRADE INC. OwnerPhone Number $13-788-9808 Owner'sAddress 38225 12TH AVE, ZEPHRYHILLS, FL 33542 OwnerPhoneNumber Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOBADDRESS 38zz5 12TH AVE, ZEPHRYHILLS, FL 33542 LOT# L� SUB6IVISION PARCELID# 11-26-21-0010-03300-0130 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR e ADD/ALT � SIGN � MOVE Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR X� COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK � FRAME � STEEL Q OTHER DESCRIPTION OF WORK R&R FASCIA AND SOFFITT, REPAIR FRAMING & ROUGH CARPENTRY � BUILDING SIZE SQ FOOTAGE 9262 HEIGHT X� BUILDING $ 2 ��j VALUATION OF TOTAL CONSTRUCTION J� � ELECTRICAL $ AMP SERVICE � PROGRESS ENERGY � W.R.E.C. Q PLUMBING $ Q MECHANICAL � VALUATION OF MECHANICAL INSTALLATION ,�I� �� GAS � ROOFING � SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES �NO � (� -�}5� C�� _ —1 `�^,,s"' BUILDER �� COMPANY W.A. NEUMANN CONSTRUCTION, LLC SIGNATURE REGISTERED Y! N FEE CURRENT Y/N Address 304 7 COMMERC DR, SAN ANTONIO, FL 33576 License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRENT Y!N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N Address License# RESIDENTIAL Attach(2)Plot 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 date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(3)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/Silt 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. Directions: Fill out application completely Owner 8 Contractor sign back of application,notarized If over s2500,a Notice of Commencement is required. (A/C upgrades over$5000) '* Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMIITING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on 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 Gounty. 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 WateNSewer 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'S/OWNER'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 WatenNays. - 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 O�cial 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 INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. FLORIDA JURAT(F.S.11 .03) , / OWNER OR AGENT CONTRACTOR Subscribed and sworn to or affirmed)before me this swo r�ned) e re t �S .r.�� by A �V�i�by `1 , Who is(are personally kn wn to me or has/have produced o is/ar person Ily nown to me or has/have p oduced � l'�/r! l�/ as identification. as identification. � •. w,� �1 J'� .- ?�S(„! A Notary Public Notary Public Commission No. Co 'ssion No. Na �e�t�rnped Name o tary typed,printed or stamped 3TATE OF F�ORIpA . Cornm#EE080175 ,�f►1 CYNTHIAA.DYAL E�ires 4/3/2015 +p � NOTARY PUBLIC STATE OF FLORIDA �i�eppA,�Corrim#EE195094 Expires 8l31I2016 FOR OFFICE USE ONLY. I r�' (` Date Processed � � Neumann Construction, LLC Project Manager Assigned 24/7 Emergency Service Division Processing Representative 30427 Commerce Dr. . San Antonio, FL 33576 Insurance Company (813)782-9080 Neumann Job Number �y�y� �e (877)762-6350 www.nfoc.net Neumann Intake Number REPAIR AUTHORIZATION CBC 058155 I/We, , ("Owner/Insured") hereby request and authorize W.A. Neumann Co y�t�pn, LLC, and their employees/representatives to enter the premises located at: Street Address: ��L 5 �"Z � f; City: �pry^,t.t.� State:_ ��( Zip Code� ��'� ("Proqertv"), to perform the following scope of services, repairs, labor and/or work (collectively, "Work"): ❑ Emergency Services (circle): Water Extraction/Dry-Out Board-Up Tarp ❑ Structural Repairs ❑ Other: �� a �2 -� � I�/,� L Insurance Company: Claim Number: ,�� `� ("Owner's Insurance Companv"). �'✓ W.A. Neumann Construction, LLC shall perform all Work, as identified above, on the Property for the amount of the estimate agreed upon with the Owner and/or Owner's Insurance Company. Any supplements to the estimate for covered items will be paid by the Owner's Insurance Company Any work not covered by Owner's Insurance Company will be agreed to in the form of a change order,signed by the Owner and W.A. Neumann Construction, LLC prior to the commencement of such additional work. Payments for all Work perFormed under this Repair Authorization, including any additional work not related to the Owner's Insurance Company scope or estimate of repairs, is the sole responsibility of the Owner, regardless of insurance coverage. I/We hereby assign any and all interest in the proceeds from any payment from Owner's Insurance Company to W.A. Neumann Construction, LLC, and I/We further authorize and direct Owner's Insurance Company to issue payment directly to W.A. Neumann Construction, LLC for such Work, or, to�i ude W.A. Neumann Construction, LLC as an additional payee on the face of any payment draft for the Work performed on the Property If�y d�ient is made to the Owner, Owner agrees to immediately endorse same and furnish to W.A. Neumann Constructio �•J� � (OwneNlnsured Initials) n, LLC I/We understand that I am individually,jointly and severally, liable to W.A. Neumann Construction, LLC for full payment in connection with Work performed on the Property I/We acknowledge that this Repair Authorization and the Work required hereunder is subject to Florida's Construction Lien Law, and that should I/We fail to make full ent to W.A. Neumann Construction, LLC, as provided in this Repair Authorization,a lien will be placed on the Property (Owner/Insured Initials) I/We understand that I/we are solely responsible for the following expenses: (1)Any insurance deductible or non-recoverable depreciation in accordance with the Owner's Insurance Company; (2)Any and all repairs or work performed on the Property by W.A. Neumann Construction, LLC, which are not authorized by this Repair Authorization; (3) Any and all code upgrade items that are not covered under the Owner's Insurance Company; (4)Any and all additional work requested by any ch ge order; and(5)Emergency services, in the event that no insurance coverage is available for any repairs made to the Pro�erty__ � --- ---- - — --n , -(OwneF/lnsured-Initials)-------------— ---- I/We understand that should I/we choose to cancel this Repair Authorization prior to completion of the Work, I/we will remain responsible to pay W.A. Neumann Construction, LLC all actual expenses associated with W.A. Neumann Construction, LLC's performance of the Work, which includes any overhead and profit payments agreed to by the O�eye Insurance Company, regardless of the quantity or completeness of Work performed by W.A. Neumann Construction, LLC_ � �_(Owner/lnsured Initials) REMEDIES FOR NON-PAYMENT: W.A. Neumann Construction, LLC shall have all rights to payment and enforcement provided by Chapter 713, FLORIDA STATUTES, which is incorporated herein by this reference In the event it is necessary to collect any amount of money owed hereunder by referral to an attorney, collection agency, or court proceeding, it is agreed that the revailin such matter will reimburse the other party for its reasonable attorneys' fees and enforcement costs at al�l tribunalSl velsnalnld inralladispute resolution proceedings, including bankruptcy and post judgment collection, whether or not suit be brought. A service charge of 1.5%per month will be due on all invoices ten (10) days past due, along with all collection costs incurred. Work may be suspended or terminated by W.q. Neumann Construction, LLC if not paid in full ten (10) days after invoice or billing, In the event of termination by W.A. Neumann Construction, LLC as a result of delinquent payment or non-payment, W.A. Neumann Construction, LLC shall be entitled to compensation for lost profit and unabsorbed overhead for all Work not preformed W.A. Neumann Construction, LLC shall also be entitled to collection from the Owner/Insured of any monies withheld by a lien holder as party to a co-payee check as a result of default or delinquency by the Owner/Insured on a mortgage or other obligation on the property It is expressly understood that W.A. Neumann Construction, LLC pre-construction services including but not limited to estimating, site visits, planning, permitting and similar activities shall be payable at a minimum of 10% of total value of the estimated repairs if the Work is not perFormed by W.A. Neumann Construction, LLC SPECIAL NOTICE-INSURANCE CHECKS: W.A. Neumann Construction, LLC is agreeing to perform Work on the Property based solely upon Owner's agreement to make payment for the Work performed, as set forth in this Repair Authorization. Owner hereby agrees to assign or endorse any and all payment received from Owner's Insurance Company directly to W.A. Neumann Construction, LLC. Owner is responsible for Page 1 W.A, Neumann Construction, LLC-REPA/R AUTHOR/ZATION any unpaid amounts, including any deduc('��owed. You are a trustee of any funds paic(�the Insurance Company for the whole Work performed on your Property. F�oRioa SraTUTE /13.31, specifically states. "The name insured wno receives an be deemed a trustee of the proceeds." Moreover, execution of this Repair Authorization gives W.A. Neumann Construction, LLC joint y proceeds of the policy shall ownership of the check(s) issued by the Owner's Insurance Company for the work done under this Repair Authorization. This joint ownership exists regardless whether W.A. Neumann Construction, LLC is co-payee of any check(s). Any negotiation of such check(s) without the express written permission of W.A. Neumann Construction, LLC may be subject to criminal prosecution under F�oRi�A ST,aruTE, 812.014. In the event that such check(s)exceed$300.00,the offense may be a grand theft felony CHANGE ORDERS: There shall be no deductive change orders from the original scope or estimate of repairs exceeding the amount of the Insured's deductible.Any additive change orders shall require. (1)the written consent of W.A. Neumann Construction, LLC and the Owner; (2) a change order fee of$250 00; and (3) any and all actual cost(s) (including overhead and profit) associated with the pertorming the additional work. Any and all executed change orders shall be considered part of this Repair Authorization. Payment for change orders will be due as follows:50% upon acceptance of the change order and the entire balance due upon completion of the additional work. WARRANTIES PROVIDED BY W.A. NEUMANN CONSTRUCTION, LLC: W.A. Neumann Construction, LLC hereby warrants and agrees to� (1) Pertorm all Work in a timely and workmanlike manner, in accordance with current industry standards, (2) Provide workman's compensation and liability insurance to all personnel hired by W.A. Neumann Construction, LLC; (3) Provide all standard industry warranties; and (4) Perform any warranty repair upon complete and final payment of all amounts owed to W.A. Neumann Construction, LLC. W.A. Neumann Construction, LLC shall haye no warranty obligation for any Work performed hereunder if the entire amount due under this Repair Authorization is not paid in full within sixty(60)days of the last work was pertormed on the Property SITE ACCESS: W.A. Neumann Construction, LLC shall have full access to the Property to perform the Work every Monday through Friday commencing at 8�00 a.m. and ending at 5:00 p.m. Owner shall remain responsible for Property security and safety unrelated to W.A. Neumann Construction, LLC's Work. In the event the Owner requests Work be performed other than Monday through Friday commencing at 8�00 a.m.and ending at 5:00 p.m , Owner may be responsible for over time labor rates, as same may be app�icable. DAMAGES: Any damaged property shall be compensable at actual cash value Owner shall have no right to consequential damages related to the time of perFormance or schedule, or arising or related to the work itself EXCEPTIONS/AMENDMENTS ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW(SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB-SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN AN YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERiALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUlRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'� CONSTRUCTION LIEN LAW IS COMPLEX,AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. This Repair Authorization is intended to be a legally binding confract between all partiss, their successors and/or assigns. I/V1/e have read, understand and accept all terms of this Repair Authorization - — - - WNER/INSUR D -- — — —— - — �Print Name:_ F�!�( � )�f— Date.�_�f�� Print Name. ` � Date NEUMANN CONSTRUCTION, LLC,a Florida Limited Liability Company Q!?> ��1� r 1�f,s�,.;r�� Total Amount:$ _��Q� Bs: r - � � �� l��'�� s�r.�� Date•—�=a q—�� ,�� ,��p�� AUTHORIZATION OF PAYMENT IS HEREBY ACKNOWLEDGED: Charge to MC/Visa#• Name on Credit Card: Expiration• m t to be cha d: 4u orized Signa ure Pa e 2 Date 9 W.A. Neumann Construction, LLC-REPA/R AUTHOR/ZAT/ON I CODES AND STANDARDS • STRUCTURAL DESIGN BASED ON THE 2010 FLORIDA BUILDING CODE • MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES ASCE 7 • BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 318* • BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530 • AISC SPECIFICATION FOR STRUCTURAL STEEL DESIGN • NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION • AF &PA WOOD FRAME CONSTRUCTION MANUAL GENERAL * DO NOT SCALE DRAWINGS, USE GIVEN DIMENSIONS ONLY. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSIONS AT ALL TIMES. ANY DISCREPANCIES SHOULD BE BROUGHT TO THE DESIGNER IMMEDIATELY. * ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR IN THE FIELD. THE DIMENSIONS SHOWN ARE AS ACCURATE AS THE BASE BUILDING DOCUMENTS PERMIT. ANY MAJOR DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE DESIGNER IMMEDIATELY. * THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. * IT IS THE CONTRACTORS RESPONSIBILITY TO EMPLOY THE NECESSARY PROFESSIONAL SEVICES TO DETERMINE THE NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS. • THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL WORK WITH THE WORK OF ALL OTHER TRADES. • ALL WORK SHALL BE OF THE HIGHEST QUALITY FOLLOWING THE MANUFACTURER'S SPECIFICATIONS ALONG WITH THE BEST TRADE PRACTICES AND STANDARDS. • ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST POOR WORKMANSHIP AND DEFECTS. • DRAWINGS ARE TO BE ISSUED TO THE SUBCONTRACTORS IN COMPLETE SETS SO THAT THEY KNOW THE ARCHITECTURAL DETAILS AFFECTING THEIR WORK. * THE CONTRACTOR IS RESPONSIBLE FOR ALL SPECIALTY TRADES. ANY AND ALL TRADES NOT MENTIONED IN THESE DRAWINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR. * ALL WORK SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE OR THESE DRAWINGS - WHICHEVER IS MORE STRINGENT. * ALL WINDOW AND DOOR OPENING SIZES ARE NOMINAL. VERIFY MANUFACTURER'S ACTUAL OPENING REQUIREMENTS. DESIGN • LIVE LOADS ROOF 20 PSF * DEAD LOADS: SPECIFIED MATERIAL WEIGHTS UTILIZED - REFERENCE DRAWINGS FOR SPECIFIED SUPERIMPOSED DEAD LOADS FOR SPECIALTY STRUCTRUAL SYSTEMS. * WIND LOADS: REFERENCE WIND DESIGN INFORMATION WITHIN THESE PLANS. STRUCTURAL STEEL • ALL STRUCTURAL STEEL SHALL BE ASTM A36 UNLESS NOTED OTHERWISE • ALL STEEL SHALL BE SHOP PRIMED UNLESS NOTED OTHERWISE • WELDING SHALL BE IN ACCORDANCE WITH AWS USING E -70 ELECTRODES. ALL WELDERS SHALL BE CERTIFIED * METAL SURFACES, GENERAL: FOR FABRICATION OF WORK WHICH WILL BE EXPOSED TO VIEW, USE ONLY MATERIALS WHICH ARE SMOOTH AND FREE OF SURFACE BLEMISHES. • STRUCTURAL STEEL ANGLES, PLATES AND BARS: ASTM A 36. • STRUCTURAL STEEL I- SHAPES: ASTM A 992 • HOT - FORMED STEEL TUBING: ASTM A 501. • COLD- FORMED STEEL TUBING: ASTM A 500, GRADE B. • BOLTS: ASTM A 325. • ANCHOR BOLTS: ASTM A 307, HEADED TYPE UNLESS OTHERWISE INDICATED. • UNFINISHED THREADED FASTENERS: ASTM A 307, GRADE A, REGULAR LOW CARBON STEEL BOLTS AND NUTS HEAVY -HEX NUTS: ASTM A 563. HARDENED STEEL WASHERS: ASTM F 436. • STRUCTURAL STEEL PRIMER PAINT: FABRICATOR'S STANDARD RUST - INHIBITING PRIMER. SHOP FABRICATION AND ASSEMBLY: FABRICATE AND ASSEMBLE STRUCTURAL ASSEMBLIES IN SHOP TO GREATEST EXTENT POSSIBLE. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATIONS AND AS INDICATED ON FINAL SHOP DRAWINGS. * PROPERLY MARK AND MATCH -MARK MATERIALS FOR FIELD ASSEMBLY. FABRICATE FOR DELIVERY SEQUENCE THAT WILL EXPEDITE ERECTION AND MINIMIZE FIELD HANDLING OF MATERIALS. * WHERE FINISHING IS REQUIRED, COMPLETE ASSEMBLY, INCLUDING WELDING OF UNITS, BEFORE START OF FINISHING OPERATIONS. PROVIDE FINISH SURFACES OF MEMBERS EXPOSED IN FINAL STRUCTURE FREE OF MARKINGS, BURRS, AND OTHER DEFECTS. • CONNECTIONS: WELD OR BOLT SHOP CONNECTIONS, AS INDICATED. • BOLT FIELD CONNECTIONS, EXCEPT WHERE WELDED CONNECTIONS OR OTHER CONNECTIONS ARE INDICATED. * PROVIDE HIGH - STRENGTH THREADED FASTENERS FOR PRINCIPAL BOLTED CONNECTIONS, EXCEPT WHERE UNFINISHED BOLTS ARE INDICATED. * PROVIDE UNFINISHED THREADED FASTENERS FOR ONLY BOLTED CONNECTIONS OF SECONDARY FRAMING MEMBERS TO PRIMARY MEMBERS (INCLUDING PURLINS, G(RTS AND OTHER FRAMING MEMBERS TAKING ONLY NOMINAL STRESSES) AND FOR TEMPORARY BRACING TO FACILITATE ERECTION. * HIGH STRENGTH BOLTED CONSTRUCTION: INSTALL HIGH - STRENGTH THREADED FASTENERS IN ACCORDANCE WITH AISC "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS" (RCRBSJ). BOLTS SHALL BE "SNUGTIGHT * HOLES FOR OTHER WORK: PROVIDE HOLES REQUIRED FOR SECURING OTHER WORK TO STRUCTURAL STEEL FRAMING, AND FOR PASSAGE OF OTHER WORK THROUGH STEEL FRAMING MEMBERS, AS SHOWN ON FINAL SHOP DRAWINGS. * PROVIDE THREADED NUTS WELDED TO FRAMING, AND OTHER SPECIALTY ITEMS AS INDICATED TO RECEIVE OTHER WORK. • CUT, DRILL, OR PUNCH HOLES PERPENDICULAR TO METAL SURFACES. DO NOT FLAME CUT HOLES OR ENLARGE HOLES BY BURNING. DRILL HOLES IN BEARING PLATES. WOOD • ALL FRAMING TO COMPLY WITH THE FBC (CURRENT EDITION) UNLESS THESE PLANS NOTE OTHERWISE • ALL METAL CONNECTION HARDWARE BY SIMPSON UNLESS PRE - APPROVED BY THE ENGINEER • WOOD IN CONTACT WITH EARTH, MASONRY, AND CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AITC -109 UNLESS A WATER BARRIER IS PROVIDED. WATER BARRIER SHALL BE IN ACCORDANCE WITH THE FBC OR AT A MINIMUM 30LB FELT. * COVER WOOD PRODUCTS TO PROTECT AGAINST MOISTURE. SUPPORT STACKED PRODUCTS TO PREVENT DEFORMATION AND TO ALLOW AIR CIRCULATION. * CONCEALED DIMENSIONAL LUMBER: 1) GRADING AGENCY: SOUTHERN PINE INSPECTION BUREAU, INC. (SPIB). 2) SIZES: NOMINAL SIZES AS INDICATED ON DRAWINGS, S4S. 3) MOISTURE CONTENT: S -DRY OR MC19. 4) MISCELLANEOUS BLOCKING, FURRING, AND NAILERS AS FOLLOWS - LUMBER: S4S NO. 2 OR STANDARD GRADE BOARDS: STANDARD OR NO. 3. • EXPOSED DIMENSIONAL LUMBER: 1) GRADING AGENCY: SOUTHERN PINE INSPECTION BUREAU, INC. (SPIB). 2) SIZES: NOMINAL SIZES AS INDICATED ON DRAWINGS, S4S. 3) MOISTURE CONTENT: S -DRY OR MC19. CONSTRUCTION PANELS: 1) CONCEALED PLYWOOD: PS 1, C -C PLUGGED, EXTERIOR GRADE. 2) EXPOSED PLYWOOD: PS 1, A -D, INTERIOR GRADE. 3) ELECTRICAL COMPONENT MOUNTING: APA RATED SHEATHING, FIRE RETARDANT TREATED. * FASTENERS: HOT - DIPPED GALVANIZED STEEL FOR HIGH HUMIDITY AND TREATED WOOD LOCATIONS, UNFINISHED STEEL ELSEWHERE U.N.O. WOOD CONNECTORS * UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, BOLTS AND NAILS SHALL NOT BE COMBINED. * ALL NAILS SHALL BE COMMON UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG OR SUBSTITUTED, BY THE ENGINEER OF RECORD, WITH A REDUCTION TAKEN. * UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, BENDING STEEL IN THE FIELD MAY CAUSE FRACTURES AT THE BEND LINE. FRACTURED STEEL WILL NOT CARRY LOAD AND MUST BE REPLACED. WHEN BENDING IS ALLOWED OR REQUIRED IN THE CATALOG, THE CONNECTOR SHALL BE ALLOWED ONE CYCLE BEND, ONE TIME ONLY. * ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD OR EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED WITH MINIMUM G180 PROTECTION. ALL NAILS, SCREWS, BOLTS, ETC REQUIRED FOR THE CONNECTOR SHALL HAVE AN EQUAL OR GREATER PROTECTION AS THE CONNECTOR. DO NOT MIX GALVANIZED AND STAINLESS STEEL MATERIALS. * A FASTENER THAT SPLITS THE WOOD WILL NOT TAKE THE DESIGN LOAD. EVALUATE SPLITS TO DETERMINE IF THE CONNECTION WILL PERFORM AS REQUIRED. DRY WOOD MAY SPLIT MORE EASILY AND SHOULD BE EVALUATED AS REQUIRED. IF WOOD TENDS TO SPLIT, CONSIDER PRE - BORING HOLES WITH DIAMETERS NOT EXCEEDING 0.75 OF THE NAIL DIAMETER (1997 NDS 12.1.3.1). BUILT -UP LUMBER (MULTIPLE MEMBERS) MUST BE FASTENED TOGETHER TO ACT AS ONE UNIT TO RESIST THE APPLIED LOAD. * UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S CATALOG, FILL ALL FASTENER HOLES WITH FASTENER TYPES AS SPECIFIED IN THE MANUFACTURER'S CATALOG. * ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE MANUFACTURER'S CATALOG. * BOLT HOLES SHALL BE A MINIMUM OF 1/32" AND A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER (NDS 8.1.2.1) • INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. • NAIL TOOLS WITH HOLE- LOCATION MECHANISMS MAY BE USED TO INSTALL CONNECTORS, PROVIDED THE CORRECT QUANTITY AND TYPE OF NAILS ARE PROPERLY INSTALLED IN THE NAIL HOLES. * JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT, AND THE GAP BETWEEN THE JOIST END AND THE HEADER SHALL NOT EXCEED 1/8 ROOF (SHINGLE) * ROOF SHEATHING SHALL BE MIN 1/2" PLYWOOD APA RATED EXPOSURE 1 C -D WOOD STRUCTURAL PANELS AND SHALL SPAN NO MORE THAN 2' -0' * SHEATHING SHALL SPAN WITH THE LONG DIMENSION PERPENDICULAR TO FRAMING WITH THE END JOINTS STAGGERED • FASTEN SHEATHING WITH 8D COMMON RING -SHANK NAILS @ 6 "cc MINIMUM U.N.O. • FASTEN SHEATHING WITH 8D COMMON NAILS @ 4 "cC MINIMUM WITHIN ALL END ZONES - FOR END ZONE DIMENSIONS AND LOCATIONS, SEE WIND DESIGN SECTION WITHIN THESE PLANS. * FASTEN SHEATHING WITH 8D RING -SHANK NAILS @ 4 "CC MINIMUM WITHIN ALL CORNERS OF OVERHANGS - FOR OVERHANG CORNER LOCATIONS, SEE WIND DESIGN SECTION WITHIN THESE PLANS. * FASTEN SHEATHING WITH 8D RING -SHANK NAILS @ 4 "cc FOR A LENGTH OF 4' -0" PERPENDICULAR TO EACH GABLE END. • UNDERLAYMENT SHALL CONFORM TO ASTM D226 TYPE 1 OR ASTM 4869 TYPE 1. • FOR ROOF SLOPES FROM 2:12 UP TO 4:12, UNDERLAYMENT SHALL BE A MINIMUM OF TWO LAYERS APPLIED AS FOLLOWS: (1) STARTING AT THE EAVE, A 19 -INCH STRIP OF UNDERLAYMENT SHALL BE APPLIED PARALLEL WITH THE EAVE AND FASTENED SUFFICIENTLY TO STAY IN PLACE. (2) STARTING AT THE EAVE, 36- INCH -WIDE STRIPS OF UNDERLAYMENT FELT SHALL BE APPLIED OVERLAPPING SUCCESSIVE SHEETS 19 INCHES AND STRIPS OF UNDERLAYMENT FELT SHALL BE APPLIED OVERLAPPING SUCCESSIVE SHEETS 19 INCHES AND FASTENED SUFFICIENTLY TO STAY IN PLACE. * FOR ROOF SLOPES 4:12 OR GREATER, UNDERLAYMENT SHALL BE A MINIMUM OF ONE LAYER OF UNDERLAYMENT FELT APPLIED AS FOLLOWS: (1) STARTING AT THE EAVE, UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION PARALLEL TO THE EAVE, LAPPED 2 INCHES (51 MM), AND FASTENED SUFFICIENTLY TO STAY IN PLACE. • ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 225 OR ASTM D 3462. • ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM WITH ASTM D 3161 (MODIFIED TO 110 MPH). ASPHALT SHINGLE MANUFACTURER SHALL SUPPLY INSTALLATION SPECIFICATIONS IN CONFORMANCE WITH THE BASIC WIND SPEED SHOWN ON THESE DRAWINGS. * VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING ASPHALT SHINGLES. OPEN VALLEY FLASHING SHALL BE MINIMUM 16 INCHES WIDE OF 2.5 -LB LEAD. CLOSED VALLEY FLASHING SHALL BE ONE PLY OF SMOOTH ROLL ROOFING AT LEAST 36 INCHES WIDE AND COMPLYING WITH ASTM D 224. * DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLE ROOFS, AND OVERLAPPED A MINIMUM OF 2 INCHES, EAVE DRIP EDGES SHALL EXTEND 114 INCH BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2 INCHES (51 MM). DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12 INCHES ON CENTER. * BASE AND CAP FLASHING SHALL BE MINIMUM 2.5 -LB LEAD. SYMBOL DEFINITIONS I MMEARTH COMPACTED FILL - SEE GENERAL NOTES SECTION CALL FOR REQUIREMENTS. ECTION CALL NUMBER 1 1.1 RAWING NUMBER REFERENCED ELEVATION CALL LEVAT10N CALL NUMBER to 1,1 RAWING NUMBER REFERENCED DETAIL CALL ETAIL CALL LETTER A AREA 1.1 DETAILED RAWING NUMBER REFERENCED STEEL - SEE GENERAL NOTES FOR REQUIREMENTS AND CORROSION PROTECTION. WOOD BEARING WALL - SEE DETAILS FOR REQUIREMENTS. STUCCO -SEE GENERAL NOTES FOR REQUIREMENTS -STUCCO FINISH TO ' MATCH EXISTING OR CHOSEN BY O WNER. CONCRETE -SEE •� • GENERAL NOTES ' FOR REQUIREMENTS. 11 IT[] CONCRETE MASONRY UNIT WALL CONSTRUCTION - SEE GENERAL NOTES FOR REQUIREMENTS AND OUT SPECIFICATIONS. SHINGLE ROOF - EXISTING ROOF DECKING - EXISTING —\ EXISTING PRE - ENGINEERED TRUSS SYSTEM 12 MATCH EXISTING I DRIP EDGE TRIM EXISTING TRUSS CHORDS PROVIDE 2x6 EA. SIDE NAIL W/ 4 -16d TOP & BOTTOM -2x4 FRAMING @16" O.C. I TRIM BOARD j HARDIPLA LAP SIDING � •II MATCH EXISTING •�� OVER 30# FELT W/ 6" LAPS ATTACHED TO }" PLYWOOD WALL SHEATHING ATTCHED I EXISTING W/ 8d COMMONS @ 6' O.C. 3 -2x12 FRAMING FOR SOFFIT VENTED SOFFIT MATCH EXISTING 2 / TRIM EXISTING / ANGLE SECTION- - O SCALE: 314'= V -0" EXISTING BUILDINGS - FBC 2010 REPAIRS (CHAPTER 5) * THIS PROJECT HAS SUSTAINED LESS THAN SUBSTANTIAL STRUCTURAL DAMAGE AND THEREFORE DAMAGED ELEMENTS SHALL BE PERMITTED TO BE RESTORED TO THEIR PREDAMAGE CONDITION IN ACCORDANCE WITH SECTION 506.2.1 c r` A EXISTING TRUSS PLAN , Q SCALE: 114"= 1' -0" A PROPOSED TRUSS PLAN 1, Q SCALE: 114'= V -0" ELEVA TION O SCALE: 114'= V -0" 4 c NOTE: THE DESIGNER - TO THE BEST OF HIS OR HER ABILITY - HAS PROVIDED INFORMATION WITHIN THESE DRAWINGS THAT REPRESENTS EXISTING CONDITIONS. ANY DESCREPENCIES BETWEEN ACTUAL FIELD CONDITIONS AND THESE DRAWINGS SHOULD BE BROUGHT TO THE DESIGNERS ATTENTION IMMEDIATELY. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS SUCH AS (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, WINDOW AND DOOR SIZES, EXTERIOR AND INTERIOR FINISHES, TRUSS LAYOUT, ROOF SLOPE AND OVERHANG, ELECTRICAL AND HVAC REQUIREMENTS. THE REPAIRS OUTLINED WITHIN THESE DRAWINGS SHALL CONFORM TO THE FLORIDA BUILDING CODE - EXISTING BUILDINGS - REPAIRS. ALL REPAIR MATERIALS AND COMPONENTS SHALL MATCH ALL EXISTING FINISHES AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE - THE MORE STRINGENT SHALL APPLY. A Q Q 130 O j O j O I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ---�-------------------- - - -4 -- O I O l O � I ROOF (PLAN VIEW) 120 1 2n_ ASCE 7 -10 WIND DESIGN INFORMATION FOR LOW RISE BUILDINGS BASIC WIND SPEED = 140 MPH (3-SECOND GUST) RISK CATEGORY = ii EXPOSURE CATEGORY = B Kd = 1.0 (Kd = 0.85 WHEN LOAD FACTORS ARE USED - ASCE TABLE 26,6 -1) Kz1= 1.0 ENCLOSED BUILDING MEAN ROOF HEIGHT = < 30 FEET ASCE 7 -10 COMPONENT AND CLADDING WIND PRESSURE - FIGURE 30.5 -1 ROOF 7 TO 27 DEGREES ROOF ZC,NE 1 = X20.3, -32.3 FSF ROOF ZONE 2= *20.3, -5e.2 PSF ROOF ZONE 3 = +20,3, -83.1 PSF OVERHANG ZONE 2 = -65.7 PSF OVERHANG ZONE 3 = -110.8 PSF WALL ZONE 4 = +35.3.-38.2 PSF WALL ZONE 5 = +353,47.2 PSF ZONE '41DTH- A =8.7FT 130 150 180 170 �i O M N co M U) U L J ®n= ce W ct Q I ZOW =0N Q W J N r N Cq 00 co COPYRIGHT @ 2013 These drawings are for the exclusive use of Florida Engineering Solutions, Inc. and therefore, are not to be duplicated or reproduced in any manner without the expressed written consent of Florida Engineering Solutions, Inc. `\\111111`1/// `�� • � .... •�j>j�� /jam i�•� 0 Q•. Lij * n Q 0: z ,5 ° ii ••'•' Z Q REVISIONS ZL A A A4 Project Number: 13 - 3308 - 402 Check By: J. H. Date: 08 / 07 / 13 Drawn By: J.A. Date: 08 / 06 / 13 DRAWING NUMBER ■