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Home My WebLink About11-11241 • ° CITY OF ZEPHYRHILLS � • • 5335 - 81'H STREET (sis)�so-oozo 11241 BUILDING PERMIT Permit Number: 11241 Address: 3834 QUAKER RIDGE ST LT 128 Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: MAJESTIC OAKS Est. Value: Parcel Number: 24-26-21-0030-00000-1210 Improv. Cost: 16,969.00 Date Issued: 12/01/2010 Name: MAJESTIC OAKS Total Fees: 292.50 Address: 6991 E. CAMELBACK RD, STE B-310 Amount Paid: 292.50 SCOTSDALE, AZ 85251 Date Paid: 12/01 /2010 Phone: (813)780-9308 Work Desc: 14 X 37 RM ADDITION /OPEN PORCH AND WOOD DECK .5 L . HOMEOWNER PLUMBING FEE 40.00 MECHANICAL FEE 40.00 HOMEOWNER HOMEOWNER ° .�,�_ �1J S,� C C�- C �- -��' �. � �- �-� � 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 construction c) repairs or corrections 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 county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "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." ��t � �titi� � CON RACTO SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF � / I I I BUILDIt�lG1 ZEPHYRMI�LS � DEPARTMENT OF ADDITION OR CORRECTION �• • - • AQpR,�SS . DAT,E 1 PERMIT �, � ` �_—a �� ` � \� \� �1 ! `0 !•t 1, ' � -�� I 1 f 1 a ,— �—� I THIS JOB HAS NOT BEEN COMPLETED. The foilowing additions or corrections shall be made before tha job will be accepted. � . ,,—.� �—� = �` �= .�� ; � 1 { � , ; . -- a , � � , j -�, � �- 1 � � � p , � ' � ' � ' �_ t"- ! ' ' - It is unlaw(ul for any Carpenter, Contractor. Builder, or other persons, to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered any part of the work with flooring Iath, earth 780-0020 FOR RE-INSPECTION or other material, until the proper inspactor has had ample time to approve the installalian. � OFFICE HOURS 7:30 AM - 5 PM MON.-FRI INSPECTOR ! - ' � � • �'�� ?� City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: u�s�� `u�'� � � Date Received: � ( � Z �� Site: 3 � GZ �`�!� �� /� (�� `' �� Permit Type: YYl Q ��iGh �` �'� �t G�LY�` ,�/[.�� /�.� � Approved w/no comments: � Approved w/the below comments: [� Denied w/the below comments: ❑ �� This comment shee shall be kept with the permit and/or plans. L � i� �� ,�� ,�� Kalvi wit e— Plans Examiner Date Contractor andlor Homeowner (Required when comments are present) APPENDIX 13-D Effective March 1, 20D9 � FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 1100B-08 ResidenNal Com onent Prescri tive Method B ALL CLIMATE ZONES Compiiance with Method B of Chapter 11 of the florida Building Code, Residenffal, or Subchapter 13-6 oT the florida Bullding Code, Buiiding, may be demonstrated by the use of Form 11008 for singie-and muitlple-family residences of three stories or less in hefght, additions to existing residential buildings, renovations to existing residential buildings, new heating, coolinp, and water heating systems (n existing buildfngs, and site-added compone�s of manufactured homes and manufactured build(ngs.To compty, a building must meet or exceed all of tha energy efficiency requ(rements on Table 11 B-1 and all applicable mandatory requirements summarized in Table 11 B-2 of this form. if a building does not comply with this method, it may still compiy under Method A of Chapter 11 orSubchapter 13-6 of the applicabie code. PROJECT NAME: M YY� IA 2v� BUILDER: �n - t - Q ,- f - �, l►.cm i n �cw. AND ADDRESS: Ma �Sfit L G�i.�S L I�S pERMITTING Zf L1 rhi ��s �1. �y1 OFFICE: C��-- � Z � �1 �) S OWNER: � LZV lG7 � lC M l.t.� t� PERMIT NO.• JURISDICTION NO.: � 1.New construction including additions which incorporate any of the foliowing features cannot comply usfng this method: skylights or othernonvertfcal roof glass, glass areas in excess of i 6 percent of conditfoned floor area, and electric resistance heat (See Notes to Table 11 B-1 on page 2). 2. Fill in all the applicable spaces of the "To Be Installed" column on "Tahle 11 B-1 witfi the information requested. All "To Be Instailed" values must be equal to or more efficfent than the required Ievels. 3.Complete page 1 based on the "To Be Instalied" column information. 4. Read "Minimum Requirements for All Packages°, Table 11B-2 and check each box to indicate your ir�ent to comply with all appiicable items. 5. Read, sign and date the "Prepared By" certiflcation statement at the bottom of page 1. The owner or owners agent must also sign and date the form. Please Print CK 1. New construction, addition, or existing building 1, � �pw 2. Single-family detached or multiple-family attached 2, �( v� �G 3. [f multiple-family-No. of units covered by this submission 3. -- 4. ls this a worst case? (yes/no) 4. N 17 5. Conditioned floor area (sq. ft.) 5. a [�7 6. Glass type and area: c a. U-factor 6 a. • J b. SHGC 66. � c. Glass area 6c. � sq. ft. 7. Percentage of glass to floor area 7. (� % 8. Floor type, area or perimeter, and insulation: a. Slab-on-grade (R-value) 8a. R= lin.ft. b. Wood, raised (R-value) 8b. R= � sq. ft. c. Wood, common (R-value) Sc. R= sq.ft. d. Concrete, raised (R-vaIue) 8d. R= _Sq. ft. e. Concrete, common (R-value) 8e. R= _sq.ft. 9. Wall fype, area and insulafion: a. Exterior: 1. Masonry(InsuIationR-value) 9a-1. R= sq.ft. 2. Wood frame (Insulation R-value) ga-2, R- �Sq. ft. b. Adjacent: 1. Masonry (Insulation R-value) gb_i, R--� Sq {}, 2. Wood frame (Insu]aGon R-value) 9b-2. R=� ��sq. ft. 10. Ceiling type, area and insulation: a Under attic (Insulation R-value) 10a. R= sq. ff. b. Single assembly (Insulation R-value) 106. R-_�� c? sq. ft. 11. Air distribution system: Duct insulation, location 11 a. R= Test report required if duct in uncondidoned space 11 b.Test report attached? Yes No 12. Cooiing system: 12a. Type: Gn"r►^a-� (Types: central, room unit, package temuna] A.C., gas, none) 72b. SEER/EER: � 12c. Capaci : 3D OAD 37U _ 13. Heating system: 13a. Type: e� � (Types: heat pump, elec. strip, nat gas, LP-Gas, gas h.p., room or PTAC, none) 13b. HSPF/COP/AFU E: �. 13c. Capacity: v1 (.r90 GiN 14. Programmable thermostat installed on HVAC systems: 14, Yes o 15. Hot water system: 15a. Type: � �CG"�Y'�C� (Types: elec., nat gas, LP-gas, solaz, heai rec., ded. heat pump, other, none) 15b. EF: •� 2 I hereby certity the� ihe pla nd spec�cations covered hy �e calcuiallon are in complfance with Revfew of plans and specffications covered bythis calculation indicates compliance with the Florida the Florida Energy Code. Enerpy Code. Before construction i co pl d, thi buliding w(il be inspected for compliance in PREPARED BY: pAT ��_�� cordance wiUi Section 553.908 . I hereby certify that this buildi n compiiance with the Florida Enerpy Code: BUILDIN6 OFFICIAL: OWNER AGENT: DATE DATE• ' 2007 FLORIDA BUILDING CODE-BUILDING 13-D.23 APPENDIX 13-D Effective March 1, 2009 � FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 1100B-OS Residential Com onent Prescri tive Method B ALL CLIMATE 20NES Compiiance with Method B of Chapter 11 of the Florida Buiiding Code, Residential, or Subchapter 13-6 of the Aorida Building Code, Building, may be demonstrated by the use of form 11006 for single-and muttiple-family residences of three stories or less in height, additions to exlsting residential buildings, renovations to existing residential build(ngs, new heating, cooling, and water heating systems (n euistlng buildings, and site-added compone�rts of manufactured homes and manufactured buildings.To comply, a building must meet or exceed all of the energy efficiency requirements on Tabie 11 B-1 and all appiicable mandatory requirements summarized in Table 11 B-2 of this form. If a buiiding does not comply wfth this method, it may still comply under Method A of Chapter 11 orSubchapter 13-6 of the applicable code. PROJECT NAME: M YV� t.t P�v�- BUILDER: �,�,yl �e., < um i n �cr•n AND ADDRESS: MA �S'J"l t- L�CI�S L' I�S pERM(TT►NG zC �1 rHi ��s p►. >yz OFFICE: �l � � � I I I.S OWNER: QV �� MC M�� PERMIT NO.: JURISDICTION NO.: Q 1.New construction Including additions which incorporate any of the following features cannot comply using this method: skylights or othernonvertical roof glass, glass areas in excess of i 6 percent of conditioned floor area, and electric resistance heat (See Notes to Table 11 B-1 on page 2). 2.Fill in all the applicabie spaces of the "To Be Installed" column on "Table 11 B-1 with the information requested. All "To Be Installed" vaiues must be equal to or more efficient than the required levels. 3.Compiete page 1 based on the "To Be Installed° column information. 4. Read "Minimum Requirements for All Packages", Table 11 B-2 and check each box to indicate your inient to comply with ali applicable items. 5. Read, sign and date the "Prepared By" certiflcation statement at the bottom of page 1. The owner or ownets agent must also sign and date tha form. Please Print CK 1. New construction, addition, or existing 6ui(ding 1, i(pw 2. Single-family detached or muitiple-family attached 2, �j in G 3. If multiple-family-No. of units covered by this submission 3. �- 4. Is this a worst case? (yes/no) q, ►.� u 5. Conditioned floor area (sq. ft.) 5. a 7�Q [,�] 6. Glass fype and area: c aU-factor 6a. • J b.SHGC 6b. �G� c. Glass azea 6c. � Sq. ft. 7. Percentage of glass to floor area 7. ( L f % 8. Floor type, area or perimeter, and insufation: a. Slab-on-grade (R-value) 8a. R- lin.ft. b. Wood, raised (R-value) 8b. R_ _1?� �_ Sq. ft. c. Wood, common (R-value) Sc. R= sq.ft. d. Concrete, raised (R-value) 8d. R- _Sq. ft. e. Concrete, common (R-value) 8e. R= _sq.ft. 9. Wall type, area and insulation: a. Exterior: 1. Masonry (Insulation R-value) g R_ Sq � 2. Wood frame (Insulation R-value) 9a-2. R=�� sq. ft. b. Adjacent: 1. Masonry (Insulation R-value) 9b-1. R- 2. Wood frame (Insulation R-value) 9b-2. R=� �sq, {t, 10. Ceiling type, area and insulation: a Under attic (Insulation R-value) 10a. R= sq. ft. b. Single assembly (Insulation R-value) 10b. R=_,�� a sq.ft. 11. Air distribution system: Duct insulation, location iia. R= Tut report required if duct in uncondidoned space 11 b.Test report attached? Yes No 12. Cooling system: 12a. Type: eCn"rl�z.( (Types: central, room unit, package temunal A.C., gas, none) 72b. SEER/EER: ��- 12c. Capacity� D DAD 'N 13. Heating system: 13a. Type: H'e� (Types: heat pump, elec. strip, nat gas, LP-Gas, gas h.p., room or PTAC, none) 73b. HSPF/COP/AFUE: 7. 13c. Capacity: 02 A9D C3N 14. Programmable thermostat installed on HVAC systems: 14. Yes o 15. Hot water system: 15a. Type: ��CG"�"Y�fi (Typu: elec., nat gas, LP-gas, solar, heat rec., ded. heat pump, other, none) 15b. EF' • q Z I hereby certity tt�at the pla nd spacifications covered 6y ffie calcuiation are fn compliance with Review of plans and specificatlons cwered bythls calculation indicates compliance with the Florida fhe Florida Energy Code. Energy Code. Before constructlon is compieted, this bufldinp wid be inspected for compliance in PREPARED BY: __`�� DATE /�"�� accordance wtth Se�tion 553.9 � F. BUILDIN OFFICIAL• I hereby certify fhet this buildi ' n comp(fance with the Florida Energy Code: �� OWNER AGEM: DATE DATE 2007 FLORIDA BUILDING CODE-BUILDING 13-D.23 a�3aso-oo2o Gity ot Lepnyrnins re�� i�� ( Building Department � Date Received � Phone Contact for Permitting j�`� �` -- `� �/� Owner's Name Qa.�/L � cfu �l�'�' �C �� Owner Phone Number a � ��`�'� �/ Owner's Address � P3y �L v Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address �C LOT # �� JOB ADDRESS 3p3S1 62tca SUBDIVISION ��tJ�"� ��`�'"'d � PARCEL ID# e�-� "" o�Gt �"'�� BD! d d ��d - v (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED � NEW CONSTR e ADD/ALT � SIGN 0 MOVE Q DEMOLISH INSTALL REPAIR PROPOSED USE � SFR 0 COMM 0 OTHER • � TYPE OF CONSTRUCTION � BLOCK � FRAME � STEEL � OTHER --� DESCRIPTION OF WORK hO�/� a--�* • � O� d/Vr ��Q�" BUILDING SIZE LT x� � SQ FOOTAGE Sl0 HEIGHT � BUILDING $/ s . p�p � VALUATION OF TOTAL CONSTRUCTION / < <� � ELECTRICAL �$ � DO' � � AMP SERVICE � PROGRESS ENERGY Q W.R.E.C. � � PLUMBING $ �oo aa PA �(813) 788.631� • VALUATION OF MECHANICAL INSTALLATION �� -��' M7$� � MECHANICAL $ on � p0 V � GAS 0 ROOFING 0 SPECIALTY 0 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES ONO . � � t� COMPANY �� U� �`C • BUILDER 1 �� . ` SIGNATURE REGISTERED Y/ N FEE CURRENT Y/ N Address License # � � COMPANY COW �� ELECTRI�I � SIGNATURE � REGISTERED Y/ N FEE CURRENT Y/ N Address License # PLUMBER x � . COMPANY � V�� L� � SIGNATURE �� REGISTERED Y/ N FEE CURRENT Y/ N Address License # MECHANICA � COMPANY �� ¢� SIGNATURE REGISTERED Y/ N FEE CURRENT Y! N Address License # OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRENT Y/ N Address License # RESIDENTIAL Atlach (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. .. _ . .. ..� _._ _ r..__�..._a__ n�....._ .../ ctl4 C.,r...o �nck�llor� DISCLOSDRB STATSi�1QT FOR py�ldgH CITY OF ZBPHYR82LLS HIII7aDING DSPARTM$NT _, Q�C P � C� G�/� have read and fully tsnderstand aad agree to the provisions of this inst*�+++��++t _ - The undessigaed states and affi.rms that he or she is desirons of canstrncting, reaavat3.ag, adding to or reroofiag his or her aova do�icile, that he or she actually occnpies, or av31I ocaupy by said domicile, and same is aot for reat, lease or sale. That he or she shal.l comply with the follawiag con.ditioas: I. That the ovvner and he or she alone shall act as the bnilder for all phases of coastruction.. 2. That the oamer vrill comply ovith all provisions of the City cf Zephyrhills o+-�� *+�*+ces and codes pertiaeat to the buildiag. 3. That ia the eveat various phases cf coastructioa are subcontracted, he wi11 ea.ga<3e only properly liaeased subcoatractors aad mill personally supervise such wor7c _- 4. That in the even,t the Buildiag Inspector shall require corrections to be made, the owaer will assume full respoasibility to iasnre they. are made, aad upon completioa will call for a reia.spect3oa before proceediag with the bniiding. 5. That the oovn.er shall assume full responsibility for the constructioa and will aot expect supervisioa of his work from the City of Zephyrhill.s Bnildi.nq Deparf�eat _ • 6_ That prior to final iaaspection aay add,i.tiona3. fees, includiag seiaspeation feea, must be pa3d ia fu].].. A aritten, reqaest from this office shall constitute aa official aotice to pay addi.tioaal fees. 7. That the owaer shall comply wi.th a11 City, 3tate aad Federal. lav�s in regard to social securiLy, workman's compea.sation, liea laovs, etc., where applicable. 8. That the owaer shall comply w�it]i all the sa€ety aodes issued by the Florida r Commi,ssioa. 9. State laW rem construction to be done by liceased contractors. You bave applied for a pernd.t under aa exemptioa to that law. The eaemptioa allows you, as the awner of your property, te act as yonr owa caatsactar wi.th certain restrictions evea though you do not have a licease. You must pravide direct oasite supervisioa of the coastruction yourself. You may build or improve a one-family or t�vo-family res3dextae or a farm outbtu.ldiag. You may also build or improve a comsaercial bnildiag, pravid�d your costs do not exceed $25,000. 7.`he buildiag or resi.deace must be for yovr owa use or occupaacy. It may aot be built or substantially improved for sale or lease. If you se12 or lease a .buildiag you have built or substaatially impzoved yourself wit,hi,n 1 year after the constrnctioa is camplete, the la� will pres�e that you bnilt or substaatially improved if for eale or leasa, whic7i is a violation of this exemption_ Yon may not ��r aa un].iceased person to act as yonr coatractar or to supe.rvise people �orking on your bvilding_ It is your responsi.biiity to make snre that people employed by yon have licenses r� by atate laaP an.d by couaty er muai.cipal licensiag orairan��s. You may aot delegate the responsibility for snpervisiag work to a liaen.sed contractor who is aot licensed to pesfax�a the worlc beiag done. Aay person wor]�iaq og youz� buildiag who is not liceased must nork uader yonr direat supezvisioa aad must be emgioyed by you, ovhich meaas that yon must dednct F.I.C_A. and o�.thhol.di.ng tax and provide voorl�ers• coanpeasatioa for that employee, alI as prescribed by law. Your constructioa. must comply vri.th licable Iams, ordi.a.ances, buil.di.ag aades, and zoni.ng x�eguZa ' i O�iSR' S SIG'N�►TQB� Dggg �/ �� ,nna$ss 3 3 , pao� 7P - 7� B�iITNSSS PER1�T � i Plan Review Modular Home Set-ups and Aluminum Packages 1) All property markers shall be exposed and clearly marked at ti:me of first inspection. 2) All set-backs shall be met. 3) All garages shall comply with section 309.2 ( Fire separation ). 4) Access shall be made available at time of inspection. 5)Manufacture specification manual, approved plans and permit shall be available at time of inspection. 6)No electric, plumbing, mechanical or framing is to be covered vvithout inspection and approval first. 7)R.O.W. Use permit required for driveways on public streets. 8) At least 10' separation between other units. 9) All work shall comply with the 2007 F.B.0 and the 2008 N.E.C. R.O. W. - Right Of Way F.B.C. - Florida Building Code N.E.C. - National Electric Code �ya;;�Ct'1. PEF�Mi.TSE�'1�IC��, � e� z�'/�' � ,�f�'1N��t.� ' , , d�`�'/ " C/r-� S3� �,p�` � THAT PART OF EAST 80.00 FT OF NW1/4 8� THAT PART OF WEST 1/2 OF /"' �7 �� NE1/4 OF SEC 24 LYING NORTH OF ZEPHYRHILLS BYPASS EAST AND LYING WEST 4F MAJ�S71C QP�lCS COMMUNITY-PHASE ONE AS PER PB 35 PGS 107-112 EXC NORTH 20 FT THEREOF FOR RD R/W 8 MAJESTIC OAKS COMMUNITY PHASE ONE PB 35 PG 107-112 LOT 1 THRU 16 INCL 8 LOTS 19 THRU 24 8� LOTS 26 THRU 31 & LOTS 33 THRU 74 OR 6825 PG 87 NO I IIIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIIIlIIII IIII IIII TICE OF COMMENCEMENT � Rept:1336224 Rec: 10.00 DS: 0.00 IT: 0.00 PermitNo. 11/16/10 A. Gia�d, Dpty Clerk , i ' PropartyIdentifcationNo. o�l�l—a1G � O�,I—��C�(I�QQ— PAULA 5 0'NEIL,Ph D PqSCO CLERK & COMPTROLLER �� 11/16/10 1: a 1 of 1 OR BK ��'� p� ��4 THE UNDERSTGNED hcreby give informs you that:the improvement will be made to certain real property, and in accordance with Section 713. I3' of the Florida Statutes, the follawing information is provided in this NOTICE OF CUMMENCEMENT. I.Descriptian af pr°PertY (leg'al des �:) L-0"�- /Q� /�'j ' &!5f-EC, Op1(�,T �lc.�l q,� q,�Q�'C a) s�t Ada�ss: 3 �3� 2.Generai descriptivn ofirnprovements: /It / .t, �- dU.- /D 3 Owner Infomnarion .�/ / a) Name attd address: IC L C f=cl � ��(�„��OJ\. ��a � /^ , CrT ' / b) Naa�e aad address of �'ee sim�le titleholder (if othei than owa�) ,7� � c) Interest in property � 4.ContracMr Information � � a� Name and address:�(,t,Il, � ��C �/ � � � ��. li) Telcphone No.: - Fax No. (Opt) ��A✓ S.Surety Ia.fonnation a} Namc and address: b) Amouat of Boad: � c) Tclephone No.: Fax No. (Opt) 6.Lender a) Name and address: Phone No. 7. Ident�ty of person within the State of Florid.a designated by awner upon whom notices or other documents may be served: a) Name and address: • b) Telaphone No.: Fax No. {Opt,) 8.In addition� to himself, owner designates thc following persoa tn receive a copy of the Lienor's Notice as provided in Section ?13.13(1�(b), Florida Statutes: a) N'ama and addzess; b) Telephone No.. Fax No. (Opt) 9.Expiration date of Notice of Commencement, {tha exgiration date is one yoar from the daye of recording unlas a different date is sp�cificd): Vt'ARNING TO OWNER: ANY pAYMENTS MADE gy T�Li pW1YER,�IT THE Ti Xgg��ON OF T�iE NOTICE QF COMMENCEMENT ARE CONSIDERED Il�ipROPER PAYMLNTS UNDg.R Cg,�pTER 713� pART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESUI,T IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YUUR PROPERTY. A NOTICE UF COMMENCEMEI�IT MUST BE RECORDED AND pOSTED ON TE� dOB STTE BEFORE T$E FIR$T INSPECTiON. IF YQU INTEND TO OBTAIlV FIl�TANCING, �ONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCIlVG WORK OR RECORDIlVG YOUIi NOTiCE OF CO NCEMENT. STATE OF FLORIDA COUNTY OF PASCO Si ture af ¢wner os Owner's Au ica+�Director/PsrnterlMaaager � � r�c/�'1�`�� Print Name Tl�jforego' g n un �n� s acknowled d bcfon me this oZ�'' "�y of QG�OX�I 20�U b tJ J as AZ!' • Y in f act) for ( ry p e af a u t hority, e.g. officcr, t=ustce, attnmey (aam� of party an beh�.tf of whox� �At was exec��1 , , . N1cMU/.�/V �07` f�2� a �- a-� -�/- �ddv- dd/d0- o�9c► /VI�TEJ7.Z`C �,��' , , ;;; l �.�r ; -�,,� ; .. ., ._i.��, � ; � , �, � ; �.•: 7 �. (il.� ! 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USER: Pubik User ,� Pmduct Aooroval Menu > Pmduct or AooGcation Search > AooBcation List > Appliption DeWil FL # FL5262-R1 � Application Type Revision ' •" Code Version 2007 ' Application Status Approved , „ , Comments " Archived Product Manufacturer Therma-Tru Corporetion Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 sjasperson@tttechnologies.us Authorized Signature Steve ]asperson sjasperson@tttechnologies.us Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior poors Subcategory Swinging Exterior poor Assemblies Compiiance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By Ryan J. King, P.E. " Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certifled By Product Approval Method Method 1 Option A Date Submitted 06/28/2008 Date Validated 10/24/2008 Date Pending FBC Approval 11/11/2008 Date Approved 12/10/2008 1 of 3 3/4/2009 10:12 AM ' K:�%i - YftljS?OS\YfOj rniriers'�vroj iiui I2Ul5\U. KWIA. UfdWIf105�fFSG6L.l�tl�[I-SL5L.1-6tl.dWq, Mo� W N • . � �,�mm �oflo. 3 °� ° n.00,mma O �, � rnm _ '�>>�c�� m �QOm Q>>- m �o�o��a=� ly � �'inm= �� a�m�7�.�m� �==m' m o o c,m 0 3 h c o o' � t i i I � . oQfln � � ��3m O ��. 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INC. ° rn FIBERGLASS DOOR JL�-o. eox uo v iNCO �. sssea I� Q � Z ' Phone Na.: 813_659.9197 � N.. � �� L+ PART OR IISSEMBLY: Florida eoartl ot Prwawtonol Engfnesrs 1_ � � y Ul 0 CartiTeote Of rtzWOn Na 9873 I` m = � NO DATE gy FRAME ANCHORING �,�',�,. ( � REVISIONS ymeen F. sG,miat P.E �. assoe � 20�8 R.W 9111L>INO CON3ULTNNT9 INC. R\A - � ojstrl�rojed:o;dcrs`�aj 1'<Ot-S;OO�pf tY'8�D. RVv'6C Drwinas� �-So2.i-o8�9-5262.1-o3.dwa, i�fodd N oo� W N- cOCn� W t�-�C�mD � - (.i2" OD �W-..� ? � A-`O �fa �-P �P i• X O O O O O -- I �X A,��j X �X X X N x X XX I W --• --. N , ='{ j�W � N! N� � � • �3� �� 1 Wt.�WN . 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N� g Q ; i W PARf OR 0.SSEUBLY: FloAda Board of Prof�tmd Enqineers I � = y Vl � CertlRCata AuNOtimUon Na eSt3 � m NO DATE gy FR4ME ANCHORING �� - t,n , • REI+ISIONS k BILL OF MATERW.S Lyndon F. Sehmidt, P.E No. �3400 �200B R.W. 9u��o�HG COUgu�T.wi3 Ir+c. Florida Ruilding Corle Or�line hti.p://floridabuilding.orgfpr/pr app_d1l.aspx?param�vGEVXQwtD... ., u . �,' � _.....__ ...__._....._ ............... ---�--- -. _......----�-� -� '' BCIS Home � Log In � User Registration � Hot Topics � Submit Surcharge I Stats & Factr � PubGcaqons � FBC SWff I BCLS Sfte Map � Links � Search � t � � �.° Product Approval USER: Pubilc User '� �er �. .., Pmduct Aooroval Menu > praduct or Aoofiratton Search > Aoortcation lJSt > Application Detail FL # FL163-R2 : o Application Type Revision Code Version 2007 ApplicaEion Status Approved „ Comments �.- � Archived ['� Product Manufacturer Custom Wtndow Systems, Inc. Address/Phone/Ematl 1900 SW 44th Avenue Ocafa, FL 34474 (352) 368-6922 Ext Z07 mlafevre@cws.cc Authorized Signature Michael LaFevre °•� mlafevre@cws.cc Technical Representative Michael LaFevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext207 MLaFevre@cws.cc Quality Assurance Representative Ralph Emmfnger ## Address/Phone/Email 1900 SW 44th Avenue Custom Wtndow Systems, Inc. Ocala, FL 34474 (352)368-6922 Ext208 Ralph@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluat(on Report from a Fiorida Registered Architect or a Licensed Florida Professional Engineer �' Evaluatfon Report - Hardcopy Received Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity Keystone Certificattons, Inc. Quality Assurance Contract Explration Date 12/31/2010 Validated By Steven M. 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Um wm X� 4 � � , w I � i � � HOW TO INSTALL MULE-HIDE REINFORCED HEAT-WELD MEMBRANES Basic Considerations The installation of a Mule-Hide roof involvc�s procedures and techniques that have been carefully conceived and engineered to help you provide your customers with the most reliable, lowest maintenance roofing system available. Successful roof installations do not just happen; they must be carefully planned and implemented. ,4n� understanding of the basic properties of the Mule-Hide system can help the contractor to exploit its unique strengths and to avoid unnecessary problems. Keep the following in mind as you go through this section: Mule-Hide Heat-Weld Membranes are polyester scrim-reinforced, single-ply roofing system designed primarily for mechanical and fully adhered attachment and hot-air welded seams. Mule-Hide membrane is formulated with polymers that are highly resistant to sunlight and weather, as well as many chemicals. The remainder of this section covers the proper methods of performing each step of the installation. This material was written to provide the contractor with practical, detailed information that can help ensure the proper performance of each step of the Mule-Hide installation. Preparing the Substrate The substrate under the Mule-Hide Heat-Weld Membranes must be properly prepared. The general goal of this preparation is to provide a smooth compatible surface for the insulation (when required) and the membrane. The contractor should follow good roofing practice when evaluating and preparing the surface. For example, as general practice especially on reroofing jobs, prepare the entire roof before starting the Mule-Hide installation in order to minimize contamination and ensure the integrity of the seams. By keeping in mind the general properties of the Mule-Hide Heat-Weld Membrane you can help evaluate unusual situations when they arise; but if you are in doubt as to the resolution of problems not addressed on the Mule-Hide Standard Details or Specifications, contact your Mule-Hide Technical Service Department for advice. New Roofing Installations On new roofing installations, keep the deck and insulation surface free of debris and trash. Note precisely the location of structural members, electrical conduits, and gas and water lines under the deck, as well as general deck characteristics that will affect the placement of inechanical fasteners - such as the direction and spacing of steel deck flutes. Follow good roofing practice in the loading of the roof with Mule-Hide Heat-Weld Membrane rolls. Stack carefully and store in a cool, clean, dry location. CAUTION: Keep the packaging protecting the Mule-Hide Heat-Weld Membrane intact until ready to use. Reroofing Installations To ensure a successful reroofing job, you must be aware of the conditions that led to the need for the reroof. It may be that leakage has occurred form sources other than the roof. If so, be sure that the Building Owner or Operator is aware of any such sources as early as possible, and understands that the application of a new roof may not solve all of the leakage problems. Some useful points to cover in your evaluation follow. I ( . II � Investigate existing leakage conditions thoroughly. Before the installation begins, be sure that a thorough investigation of existing roof conditions has been performed, and that a review or "as-built" plans and specifications for the building as well as the assessment of current conditions has determined that the building is structurally sound and otherwise suitable for reroofing. -— It is helpful to know such details as the natu`re, extent, and duration of leaks that may have occurred through the old roofing. Because leaks often occur from sources such as building parapets, walls, and �_ windows, a new roof may not solve all leakage problems. Check the building walls for dampness, spalling brick, large stress cracks, and efflorescence (salty, powdery deterioration) - signs of problems that extend beyond the roof itself. Look for stains inside the building, and be sure that all sources of �_ ° such stains are known. Evaluate existing roof conditions: The cause(s) of poor drainage conditions should be thoroughly ! understood and solved as part of the reroofing process. For example, check for signs of ponding, a sure sign of poor drainage. If ponding occurs, determine the extent and duration of ponding. If needed, are overflow scuppers or other means of drainage present? Determine if a provision should be made � for their installation. Are there noticeable splits in the existing roofing? Splits may indicate a change in substrate or in metal ',L � deck direction; they could be indications that an expansion joint is required. Be sure that you know ALL types and conditions of substrate that are present, the spacing of structural � members under the deck, the direction and gauge of a steel deck, the thickness of concrete of '- insulating fill, drain placement, slope, and tbe location of expansion joints. Make a roof drawing: Once on the roof, work up a detailed roof drawing on the Mule-Hide Pre-Job � �` Survey showing all dimensions, drains, mechanical equipment, penetrations, skylights, monitors, parapet walls, and other features. You will have to submit your drawing(s) as part of the Warranty I Application. � °" Removal (tear-off) of existing roofing: Your crews should remove no more roofing and insulation from - a given area of the roof than can be completely covered with new insulation and Mule-Hide membrane _ that day. On tear-offs, ALL gravel and debr.is will have to be broomed from the deck. Reroofing over existing roofing: When reroofing over old roofing, broom ALL gravel and debris from the _ old roofing surface, cut out blisters and fishmouths, and seal. Remove and replace wet insulation as �� required. As general practice, prepare the entire roof before starting the Mule-Hide installation in order a to minimize contamination and insure the integrity of seams. �� Laying Insulation � If old insulation is present and is to be retained, you should determine if it is wet. The surest diagnostic - technique is by taking and evaluating a series of roof cuts. Alternatively, three techniques currently available to make this determination by indirect means are: nuclear moisture detection, infrared thermography, and electrical capacitance. - These techniques provide measurements of factors that can be associated with the presence of — moisture. As such, they can help point out certain inconsistencies in the existing roof system (and the - operator), but do not necessarily provide valid measures of moisture. Limited direct verification is always advisable. Whatever your method of investigation, wet insulation must be removed and replaced. The presence of wet insulation must be noted on the Pre-Job Survey. These areas must be designated on the roof �- diagram. _ Insulation must be laid and fastened according to its manufacturer's specifications, and at a minimum � � . � must follow Factory Mutual's suggested guidelines. � The longest dimension of the insulation should run PARALLEL to the flutes of a steel deck and PERPENDICULAR to the direction in which the Mule-Hide field sheet will be unrolled. Regardless of the approved lay of the insulation board, the membrane field sheet direction must be proper with respect to the deck construction, as explained in "Installing Membrane - Field Sheet Membrane," be.low. Lay no more new insulation than will be covered by the roofing membrane on the same day. Work on ' any given area of the roof m ust be made completely watertight at the end of each workday. � Good roofing practice dictates that care can be taken to achieve smooth transitions between insulation 'I i boards and roof areas. Always consider proper drainage and adjust thickness to achieve. The � membrane should never have to bridge an area and transitions should never cause ponding. i Installing Membrane � Perimeter Half Sheet I i To ensure that your installation meets the Mule-Hide specifications, refer to Standard Details as you f read this section. � I CAUTION: Keep the protective packaging of the Mule-Hide Heat-Weld Membrane intact until ready to � use. I NOTE: Half-sheets are 40.5 in wide; field sheets are 81 in. wide. The field sheets must always be � installed perpendicular to steel deck flutes, plywood deck joints, or deck plank direction, ad appropriate. All field seams shall be shingled with the flow of water. � 1. Install the first perimeter half-sheet. Roll out the first half-sheet of inembrane along one edge of the work area. This edge should be arallel to the direction in which th �' p e field sheets wtll run. I, Overlap the fascia with one edge of the roll, extending the membrane over the edge of the roof, past where the clip for the metal fascia is to be fastened. Allow the membrane to relax at least 15 I' minutes prior to fastening, 30 minutes when temperatures are below 60°F. Fasten the membrane tot he vertical surface with corrosion-resistant ring shank cap nails (or other appropriate fastener when a nailer is not available) at 12 in O.C. NOTE: Face Nailing is not acceptable into less than nominal 2x (e.g., 2 x 6 in.) wood nailers. ' On the roof surface, note the position of the edge of the half-sheet, and then fold back the first half- I ' sheet until the folded edge is roughly even with the roof edge. il� �f 2. Install the second perimeter half-sheet. Unroll the second half-sheet roll of inembrane so that it i�, laps under the unfolded edge of the first half-sheet 5 inches. This will produce a 2 to 2-1/2 in. clear ! lap area for seam welding. As with the first sheet, allow the membrane to relax at least 15 minutes '� prior to fastening, 30 minutes when temperatures are below 60°F. Install the appropriate Mule- I � Hide fasteners in the second half-sheet at the spacing specified for the particular deck type, utilizing the "set-pattern" (blue markings spaced 6 in. apart) scribed on the membrane. If still in doubt about i fastener spacing or other aspects of this operation, consult your Mule-Hide technical Service � department. ;; NOTE: Consult Fastener Guidelines Section 5 for determination of " " I ( ) _ perimeter and fastener spacing. I 3. Fold back the unfastened edge of the second half-sheet. � Field Sheet Membrane �F C ; . � � 1. Unroll the first full-width sheet membrane. Roll out the full-width Mule-Hide field sheet membrane so that it laps UNDER the second half-sheet by 5 in. This will produce a 2 to 2-1/2 in. clear lap area for seam welding. Position the butt end of the membrane so that it will be overlapped 5 in. by � the second half-sheet that will be installed perpendicular to the field sheets. NOTE: All field seams shall be shingled with the flow of v�ater. �j _ 2.. Allow the membrane to relax at least 15 minutes when the temperature is above 60°F prior to � fastening. 3. Fasten the field sheet. Mechanically fasten both edges and the butt end of the first field sheet into the deck. Take care to avoid making wrinkles. Fasteners must be installed so that the plates are �j 1/2 in. from the edges and end of field sheet. Space fasteners apart as required for the specific deck type and wind uplift requirements (see Section 4). 4. Install two more field sheets. These and subsequent rolls of field sheet membrane must � OVERLAP by 5 inches (to the scribed blue lap line) the previous runs of field sheet membrane. Align butt ends so that they will be overlapped 5 inches by the still-to-be-installed second � perpendicular half-sheet. Mechanically fasten field sheet into the deck along the edge that does not overlap the previous sheet, as well as the butt end. Space fasteners apart as indicated for the specific deck type and wind uplift requirements. � 5. Roll the first half-sheet back into place. The first half-sheet should overlap the second half-sheet by 5 inches. Then roll the second half-sheet back; it should overlap the first field sheet by 5 inches. � 6. Hot-air weld the half-sheets and the field sheets. Using the hot-air welding machine, wells all overlapping edges of the membrane together. � NOTE: In the subsequent hot-air welding operations we recommend hot-air welding the sheets together after installing a group of three full field sheets. � Perpendicular Half-Sheets - 1. Unroll and mechanically fasten perpendicular half-sheets. To install half-sheets that are ,� perpendicular to the field sheets, follow the same general procedure that was used with the first two half-sheets. As noted previously, the second perpendicular half-sheet must overlap the field sheet butt ends by 5 inches. This overlap will produce a 2 to 2 1/2 inch clear lap area for seam i� welding. 1. NOTE: The two perpendicular half-sheets must overlap the two previously installed half-sheets, ' and must run out to the edge of the roof, to the metal fascia clip position. � 2. Hot-air weld the sheets together. Weld the sheets together using the hot-air welding machine. _ Take care to avoid making wrinkles. �� 3. Probe all seams. Seams may be checked when cool. For best results, checking seams 8 hours �� after hot-air welding is recommended. Repair anyvoids found the same day. After probing and all !-� necessary repairs have been made, caulk all cut edges of reinforced membrane with Mule-Hide Edge Sealant. � NOTE: Pay special attention to the "T" lap seams formed where the second perpendicular half- sheet overlaps the butt ends of the field sheets. To ensure proper seaming of the "T" joints for 50 �- and 60 mil membrane, the top layer of the Heat-Weld Membrane is creased a minimum of one I� inch into the lower layer of inembrane by using a heat gun with a narrow or pencil tip nozzle and a rubber hand roller. By inserting a heat gun nozzle between the layers of the membrane, the � i� � � membrane will soften and begin to flow allowing it to crease and seal completely after applying pressure with a hand roller to ensure adequate bonding of the softened material. After heat- � sealing the "T" joint, Edge Sealant must be applied a minimum of 6 inches in each direction of the « � Probing Seams Probe all seams and repair all deficient seams no lather than the following workday. FAULTY SEAMS � HAVE BEEN THE SINGLE MOST COMMON DEFICIENCY NOTED BY MULE-HIDE INSPECTORS. Make it a routine to probe seams each workday, arid to repair all seam deficiencies with the hand welder before leaving the work site. �� Flashing Details While many roofing jobs are likely to have their own special problems, the contractor is just as likely to � face certain rooftop features over and over again. This section explains how to accommodate these common roof features quickly and effectively, time after time with the Mule-Hide Heat-Weld Membrane Roofing Systems. In general, when dealing with common roof features (curbs, vents, etc.), complete the pertinent details per Mule-Hide Standard Details. When approaching such features, cut and fit the membrane around � each obstacle you encounter. All membrane flashings shall be installed concurrently with the roofing membrane as the job progresses. Install night seals as necessary at the end of each workday. Should any water penetrate the new roofing because of incomplete flashings, the affected areas shall be � removed and replaced. In reroofing, maintain the ability of the existing roof to drain - don't block off � drains or scuppers. � The Advantage of Hot-Air Weldability The unique hot-air weldability of both the scrim-reinforced field sheet membrane and unreinforced � flashing membrane gives the contractor a special advantage when completing roof details. When used in connection with roofing details, hot-air welding provides the same assurance of watertightness as in field seaming - assurance that comes from permanently fused seams that can be as strong as the � Mule-Hide Heat-Weld Membrane itself. General Approach � The general approach to complete common roofing features involves hot-air welding, Mule-Hide Bonding Adhesive, Mule-Hide Edge Sealant, and terminating flashings. Common roofing features include such details as wall flashings, vertical and flat edge terminations, inside corners, outside � corners, round shapes, drains, curbs and pitch pockets. Mule-Hide recommends that you rely on pitch pockets only as a last-ditch measure, although from time to time they can provide efficient means of dealing with particular problems. � As a general approach, the Bonding Adhesive is used to adhere, as appropriate, field sheet membrane � to features such as curbs, vents, and parapets. Then, hot-air welding is used to seam membrane � overlaps and Mule-Hide Edge Sealant is applied to cut edges of reinforced membrane. IMPORTANT: All roofing work must follow Mule-Hide standard Details. Any failure to complete details f� to Mule-Hide specifications can stand between you and favorable inspection - and therefore, a liii Warranty. If no Standard Detail applies to a particular requirement of your job, sketch the way you think it should be handled and submit the sketch. with your Pre�ob Survey for approval. Consult Mule-Hide's � Technical Department if you have nay questions about the Mule-Hide Standard Details. NOTE: No deviation from Mule-Hide Standard Details is authorized until (1) it is submitted bythe � contractor in writing or sketch from for review and the job file, and (2) is approved by Mule-Hide's � . a • � � Technical Department. Penetrations � Mule-Hide Heat-Weld Membranes must be mechanically attached at all penetrations. See details for � specific methods of attachment. Curbs, Vents, and Roof-to-Wall Flashings . _ � Install Mule-Hide fasteners and plates as required around these penetrations. Using the Mule-Hide Reinforced Heat-Weld Membrane cut out flashings as required. All Heat-Weld Membrane flashings � shall be fully adhered using Mule-Hide's Bonding Adhesive. The following conditions must be met: 1. All surfaces to be fully adhered should be compatible, dry and smooth with no excessive surface � roughness. If an existing asphalt surface is present, one-half inch minimum piywood, 9 oz. polyester slipsheet or.26 gauge minimum galvanized metal barrier must be placed over the asphaltic surface. 2. After the proper surface has been prepared, Mule-Hide's Bonding Adhesive shall be applied using � a minimum 1/2 inch nap paint roller at a rate of approximately 2-1/2 gallons per 200 square feet of surface area depending on the type of substrate. Apply adhesive in smooth even coat, avoiding � globs, puddles, or other types of irregularities. Adhesive should be applied to the area of substrate to be flashed. Let adhesive dry sufficiently to produce strings when touched with a dry, clean finger. Mule-Hide Heat-Weld Membranes used as � flashing shall be cut to a workable length and shall have an even coating of Bonding Adhesive applied to it at a rate of approximately 1/2 gallon per 100 square feet. Carefully roll onto the � previously coated substrate after the adhesive coating the membrane has dried sufficiently as indicated above. Coverage rates will vary depending on substrate and environmental conditions. � Avoid wrinkling membrane when applying to substr�te. The amount of adhesive that can be successfully applied to the membrane will vary depending on ambient temperatures, humidity and � manpower. After mating membrane to the substrate, carefully roll the membrane with a 2-inch wide rubber hand roller to promote maximum positive contact between the membrane and the substrate. Overlap all adjacent flashing sheets a minimum of 2 inches. The Heat-Weld Membrane � Flashings shall extend a minimum of 6 inches onto the field sheet and be adhered securely. There shall be a minimum 2 inches hot-air weld in front of the fastener plates. All side laps are to overlap a minimum of 2 inches. Areas of the flashings and membrane to be welded are not to have Membrane Adhesive � applied to them. All flashings shall extend a minimum of 8 inches above roof inembrane level unless previously � accepted by the owner or his representative and the Mule-Hide Technical Departrrment. All flashings shall be hot air welded at their connections with the roofing membrane. Apply Edge Sealant at all � welded edges of flashings. All flashings shall be properly terminated according to mule-Hide's published Standard Details. NOTE: After flashing is adhered in place, promote full con#act adhesion by going back over entire area with a 2-inch rubber hand roller. � Roof Drains �' Install roof drains according to the Standard Details. Field seams must not run through drains. In � reroofing, old drains must be "thorouqhlv cleaned" or replaced. Existing sealing materials must be completely removed to avoid contamination and interference with the new membrane seal and with � � �• � consistent clamping pressure. Insure that studs and clamping ring are in good condition. Replace parts as required, including screens. � � Metal Work Instali metalwork in a manner that prevents damage from expansion or contraction and from the wind. � Seal and water proof all metalwork in an acceptable manner. Note that metalwork other than Mule- Hide Coated Metal and Mule-Hide supplied accessories are not covered by Mule-Hide Warranty. � Standard Details - Curbs and Vent Stacks IMPORTANT: All roofing detail work must follow Mule-Hide Standard Detaiis. Any failure to complete � details to Mule-Hide specifications can stand between you and a favorable inspection - and therefore, a Warranty. Consult Mule-Hide Technical Service department if you have any questions about how to solve special roofing problems using the Mule-Hide system, or about the Mule-Hide Standard Details. � Special Problems Many roofing jobs are likely to have some special problems. This section explains how to � accommodate some of these problems quickly and effectively with the Mule-Hide Roofing System. Voids and Wrinkles in Seams - General � Unprobed, defective seams are the most common problem found by Mule-Hide inspectors. If defective seams are found by the Inspector on your job, they are likely to delay the issuance of a Mule-hide � Warranty. Therefore, it is in your best interest and good roofing practice to thoroughly check your seams to ensure they are acceptable to Mule-Hide BEFORE the final inspection occurs. � Probe all seams daily. Be sure to probe ALL new seams approximately 8 hours after completion or at the beginning of the next workday. Mark all voids and other defects for repair with a water-soluble marker. - � All seam welds must be at least 1 inch wide and free of voids. Seams that do not meet these specifications are not acceptable to Mule-Hide. � Defective seams must be repaired the same day as found. All voids and otherwise defective seams must be repaired by hot-air welding with a Mule-Hide approved hand-held hot-air welder the same day as probed. � NOTE: Seams do not deteriorate over a few days' or weeks' time when [properly] welded. When an inspector finds voids, the contractor could have found the problem with effective probing during the installation. � Repairing Voids and Wrinkles � Voids. The presence of voids generally indicates that not enough heat is being applied to the membrane, and therefore the movement of the welding machine should be slowed down. It may also be possible that you are trying to weld membrane that is dirty or wet. Follow this procedure: �- Clean the surface to be welded. Clean the surfaces of both sheets to be welded thoroughly with Fantastik or other similar general cleaner. Rinse clear and let dry. Surfaces must be cleaned until they � are white. Make a final pass over the cleaned area with a clean rag dampened with Mule-Hide Membrane Cleaner. � Wrinkles. The presence of wrinkles in seams indicates the possibility of voids and a weak seam. � � Wrinkles may form 'rf the hot-air welding machine drags the membrane at an angle to the seam. Such � dragging can be caused by a machine that is out of alignment by the welding of seams along, up, or down too great a slope, or by the improper unrolling of the membrane, so that it does not lie flat and/or � parallel to the seam direction. Wrinkles and other distortions may also occur in hand welding operations because of inconsistent � hand-rolling and welder movement. The operator should strive for smooth, consistent progress. Use a low enough heat setting to permit smooth work, especially with non-reinforced sheet. Hand welding for field seams may be necessary on steep slopes, although some contractors fund that ;� the hot-air welder machine can be "held back" by the operator (possible with a helper) when welding DOWN slopes. This practice increases the difficulty of "staying on course," and is not recommended for the novice operator. � Repairing Punctures and Holes in Membranes Occasionally, punctures and holes may occur in the Mule-Hide Heat-Weld Membrane. Punctures and � holes are frequently the result of other trades working on the roof, which should be kept to a minimum by the building owner/manager or project general contractor. ;B" l� To repair punctures and holes in the Heat-Weld Membrane follow this procedure for hand welding a patch: � 1. Clean the surface to be patched. Clean an area a minimum of 4 inches in all directions around the puncture or hole thoroughly with Fantastik or other similar general cleaner. Rinse thoroughly. � Wipe with clean, damp rags and dry well. Surface must be cleaned until it is white. 2. Wipe the cleaned area of the field sheet membrane with Mule-Hide Membrane Cleaner, following (� all directions and precautions on the label. Final cleaning with the Mule-Hide Membrane Cleaner 4� will help ensure the removal of any remaining dirt or soap film. 3. Cut out patch. Cut a round or rectangular patch with rounded corners from field sheet membrane. � The patch must be 3 inches larger in all directions than the puncture or hole. NOTE: All patches must be cut from scrim-reinforced membrane. � 4. Position patch over the puncture or hole. Take care to allow for even laps on all sides. 5. Hot-air weld the patch. Using the hand-held hot-air welder and hand roller, hot-air weld the patch � over the puncture or hole. 6. Caulk the cut edges. Caulk all edges of the patch with Mule-Hide Edge Sealant. � Making a Temporary Tie-In � While the roofing job is underway, it is vital to keep insulation, roofing board, and/or other substrate and deck dry. Moisture that is present under the Mule-Hide Heat-Weld Membrane will have a difficult time � escaping once the membrane is hot-air welded. Therefore, a"night seal," or temporary waterstop, should be applied whenever storms threaten and at the end of every workday. The time needed to apply a night seal is well invested. The resulting �� protection can prevent the need for costly and time-consuming tear-off of wet substrate materials! IMPORTANT! The membrane used to make a night seal must be trimmed back prior to work. ;� Asphaltic products used to make a night seal are not compatible with Heat-Weld Membranes. �:�� II Temporary Sealing of a Penetration From time to time, at the end of a workday or before a storm breaks, it may be necessary to seal penetrations temporarily. Follow this procedure: 1. DO NOT make finished cuts at this time:-A surplus of inembrane will ensure that the next steps do not compromise the eventual, final completion of the penetration detail. 2. Turn membrane up on curb or equipment a minimum of 2 inches. 3. Install duct tape. Tape should be a minimum of 4 inches wide. Make sure you have a good bond between the tape and the curb. Tape should always be used in a manner that does not rely strictly , - on the tape adhesive to stay in place; e.g. ballast, wrap, or tack in place. i' 4. Before permanent seaming and adhesive bonding, trim membrane that is contaminated with tape �� i adhesive. Remember, adhesive from the duct tape will prevent successful hot-air welding and good bonding with Mule-Hide Bonding Adhesive. ' � i WARNING: Duct tape is not a suitable means for permanent sealing of seams in the Mule-Hide Heat- Weld Membrane System. Only hot-air welding is an acceptable means of searriing. 'I � Roof Walkways � � A walkway must be provided to accommodate regular traffic to service rooftop units. You can use smooth surface paver blocks over a slip sheet, or use the MH-100 Walkway Rolls. i ,� , End of Section �' 'i �� ' i �!� ,� �� i f � i �C' { � I � � I i a I � I ! �I r � � � z � J � �' Q � I " u.� I- � � _ W Z � z � � I_� z� .� � o r � W � _ W U g � z `�' o W w � � z z o ` g � � � � i W w w v g� g a � _l � � �_- a Z o � � ( z a > u� v � � w � � z �LL � W I O 0 N == W (�� V J � �S 2 �./ � Z W I-- � � � O � � oQ � z � � �� f �,• W �� ~ � ��. e ' � i� ■ W � � a J � � � O � LL = 0 � 0 � � J n � � W � z O _ �� 00 —v - � = � w� 'NIW „Zl V � � Z o W F�.. o � W J V N � W N � � � _ p LL = � � O� Q Z �LL O _ �a � z � vi � o g a > Z � c�i O a � � � Z N �W � � J Z� .. � g � � w �' O � J �WE W g� = Z Z w o � ? 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U � . � o ° ' z � r, \ � J Q Q �.. �- , _ W � � w I- ; � w � � � o� o °W � ;� O Z � V ~ � � f - [0 ~ �S O Z W I l . �Zg� �o ��z � i �U � �C9� W � x Z a T E L � O J Z � I t � � � � Q I I �Wr W � � X�o O _J �, N J � � N ¢zW U � ; w � _ Z Z O Z � � � / Q � _ z (� Q � � � � c (f� �n �- w � � m O � � \ w U U ~ O a = Eo Y ~ o W U � d- � 2 Q F- { ¢ U O � � O Z o �2 a�oW � � m � W � _ � Z � W V (9 � Z �� H� � � oE w W ■ �� a � 0 �� V a � > _ � =o � � � � ¢� = W � � Z J V N U E W ¢ °- � i �Q O� � � I ¢ ¢ � a N w ~ � U� g a� w O ' � O w O z � � of i NOTE: NEW ROOM DOES NOT COMPROMISE THE STRUCTURAL DESIGN OF THE ORIGINAL MOBILE HOME. GENERAL CONTRACTOR SHALL PRESERVE ADEQUATE VENTILATION AND EXISTING MEANS OF EGRESS AND VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION 0 ® SMOKE DETECTOR 110 V. OUTLET ® SUPPLY DIFFUSER 3 "X3 "X.093" ALUM. POST 2X6 SMB F.B.C. PLANS & ENGINEERING SERVICE, INC. 38351 COUNTY RD. 54 a O ZEPHYRHILLS. FL. 33542 I TOLL FREE/ FAX 1(866)824 -7894 FLOOR PLAN SCALE: 1/4" = V -0" I hereby certify that I have reviewed this plan and found it to be in compliance with design requirements of the Florida Building Code, 2007 edition, including 2009 supplements, CK W /STEPS kLUM. POST DAVID MCMULLEN 3834 QUAKER RIDGE ST. WIND ZONE LOT 128 MAJESTIC OAKS 110MPH ZEPHYRHILLS, FL PROPOSED ADDITION ON WOOD DECK SHEET 1 OF 2 DRAWN BY: DATE WYUNE MCMILLAN 10/17/10 MEMBRANE ROOF & POLYEURE COMPOSITE PANELS, SEE MANL SPECIFICATIONS NEW WALLS -2 "X4" STUDS 16" O.C. FINISHED WITH VINYL SIDING NEW WOOD DECK W /STEP & HANDRAILS. SEE DE( ENG. SHEET ATTACHED. ME CC SP FRONT ELEVATION SCALE: 1/4" = V -0" DST F.B.C. PLANS & ENGINEERING SERVICE, INC. 38351 COUNTY RD. 54 ZEPHYRHILLS, FL. 33542 TOLL FREE/ FAX 1(866)824 -7894 SIDE ELEVATION SCALE: 1/4" = 1' -0" I hereby certify that I have reviewed this plan and found it to be in compliance with design requirements of the Florida Building Code, 2007 edition, including 2009 supplements. DAVID MCMULLEN 3834 QUAKER RIDGE ST. WIND ZONE LOT 128 MAJESTIC OAKS 110MPH ZEPHYRHILLS, FL PROPOSED ADDITION ON WOOD DECK SHEET 2 OF 2 DRAWN BY: DATE WYLINE MCMILLAN 10/17/10 1 12' -0" L - 12' -0" ENGINERR'S NOTES: 1) THE BASIC DESIGN WIND SPEED =110 MPH, 3 SEC GUST 2. THE WIND IMPORTANCE FACTOR= 0.77 3. THE WIND EXPOSURE CATEGORY IS 'B' 4. THE INTERNAL PRESSURE COEFFICIENT FOR OPEN CARPORT = 0.0 THE BUILDING CATEGORY PER ASCE TABLE 1 -1 = I 5. THE COMP. &CLADDING PRESSURES: ROOF ZONE 1B= +10/ -22 PSF LATERAL MWFRS PRESSURE ON COLUMNS: 17 PSF ROOF DESIGN WIND LOADS: @ I =0.77 +18/ -19 PSF MAY BE USED FOR ADDITI ❑NS TO MOBILE HOMES FASTEN REC CHANEL/HEADER DETAIL H — 1 MODULAR & PARK MODEL HOMES AS WELL AS TO HOST P.T. Zx4 MIN FACIA V/ ALTERNATIVE SITE BUILT BLOCK OR FRAME HOMES 110x2• SMS o LAG SCREWS 8 12 OL MAx C2l BOYS STAGGERED ENLARGED VIEW F/STEN PANS ORCOW. PANELS T O FACIA ATTACHMENT PT 2'x -' PERIMETER ROOF TO HOST BEAM 2x_ SMB EDGE BEAM TYPICAL PAN ROOF CONNECTIONS FOR 110 KPH , 3 SEC GUST ° 'j ° o o ° 12'x3' PAN ROOF /. OX ENDS C4' PANS FASTEN TO BEAM V. T ATTACHMENT (3) 110x3/4' WASHER/ & FASTEN TO HOST STRUCTURE SEAL HO TECH SCREWS@ BOTH ENDS V/ 112 x 1' LAGS (3) PER PAN DETAIL B RISER PAN FASTENING DETAIL 3'x4' COMPOSITE PANEL 3'X3 1/8' REC. BREAK FORM CHANNEL ROOF FASTEN W/ #14x4 1/2' ATTACHED TO HOST STRUCTURE @ S' O.C. AT ENDS AND RAKES W/ #10X3' SMS CORROSION RESISTANT FASTEN VALENCE CAP W/ OR @16' O.C. TO HOST FACIA 2x6 MIN #Bxl /2' CORROSION RESISTENT 12'x3' RISER PAN ROOF STRIP SEALANT BETWEEN FACIA &HEADER WASHER HEADED SCREWS FASTEN W/ (5) #10x3/4' WASHER/ ALUM FLASHING INSTALLED SEAL HD TECH SCREWS@ BOTH ENDS v 6' O.C. AT RAKE EDGES UNDER DRIP EDGE 3'zl PAN INSTALLED 6 MIN UNDER FIRST ROW OF SHINGLES AND 12' OVER RISER PAN OR COMP. PANEL ROOF 18 X 1/2' CORROSION RESISTANT 1 CALL PLRPOSE c6 \C ' 11 l` -}-- -' / EX TING ,/ ' ROOF REFER TO INCLUDED SITE SPECIFIC SHEET INDICATING WHERE CONNECTION IS APPLICABLE 062'1NTERNAL U CUP V/ (6) 1 /4'x 3 1/2' TAPCONS 2' MIN IMBEDMENT IN 2'x6' 3'x3' ALUMINUM COLUMN PERIMETER JOISTS - CORROSION RESISTANT ALTERNATIVE X5/16-16 HEX HD BOLT, WASHERS &NUT 2'x2'x.0`A2 H / CORROSION RESISTANTC2) I \,, �B 5/16 HEX HO BOLT, x_ SMB PANS WASHERS &NUTS <4> ALUM BEAM CORROSION RESISTANT T StRUCtIR ALUM FLASHING O O H ALUM COLUMN 3'x4'x.024' COMPOSITE ENLARGED VIEW 9) C E IsTNIT COLUMN TO SMB T t / 3'x.4'x.032' COMPOSITE r W PANELS A E r` U PT 2x4 DECK FASTEN TO JI W /#8x3 DECK FRONT ELEVATION ALSO TYPICAL FOR 4TH WALL LENGTH AS REQ'D POST TO DECK CONNECTION -EDGE BEAM SPAN- 8' O.C. MAX W /2x4 SMB 8' -6' O.C. MAX W /2x5 SMB 9' -6' O.C. MAX W /2x6 SMB 10' O.C. MAX W /2x7 SMB - COMP, PANELS OR PAN ROOF EDGES OF PANEL FINISHED W/ RECEIVEING CHANNEL FASTEN W/ #10x3/4' TEKS @ 8'O.C. E� SST SIR C FASTEN RECEIVING CHANNEL w TO HOST STRUCTURE WITH #10x2' LAG SCREW @ 16' O.C. (2) ROWS FASTEN PANEL TO REC. CHANNEL W / #IOXJ' TEKS OR EQUIV. @ 8' O.C. MAX. o 2 INSTALLED LNDER DRIP EDGE OR V LNDER FIRST ROW OF SHINGLES 1/4' SAWCUT NOTCH M ALI PANS FOR FLASH SEAL WITH CAULK 3'x12'x.032' ALUM T StRUCtIR ALUM FLASHING 18 ' - 4' MA 3'x12'x.26 GA GALV. STEEL PANS H 3'x4'x.024' COMPOSITE 0 E IsTNIT T A�LLpPURP�O PURPOSE SCREW 3'x.4'x.032' COMPOSITE PANELS W PANELS S T R u C T U R DOE OF PANEL FINISHED V/ RECEIVEING CHANNEL FASTEN W/ E 110x3/4' TEKS R D'OL. FASTEN RECEIVING CHANNEL TO HOST 2x4 MIN FACIA VIT14 1IDx2• LAG SCREVSD 12 OL MAX o (2) ROWS STAGGERED FASTEN P ANE L TO REC CHA`IEL VITA DETAIL FIDxD/4• TEKS CN EOUIV. R Ir O.C. MAX. PANEL ROOF TO HOST WALL 4'MAX O.C. -- TYPICAL NOTE: NO FOOTER REQ'D EXCEPT WHEN ADDRESSING ERROSION 4' 2500 PSI NOMINAL. SLAB V/0 FOOTER HAY BE USED ON LEVEL GROUND UP TO SLOPES OF 1'/12' 6 UNDER 16' PROJECTION FROM HOST, THEN USE 8•x8' FOOTER. H &W12'xl2 FOR GRADE SLOPE GREATER THAN 1'/12' UP TO 2 '/131 GA INTERNAL ALUM BASE H &V= 12'x16' FOR GRADE SLOPES GREATER THAN 2'/12 PREDRILL VERT FLANGES NEW SLABS TO HAVE EITHER 6'x6'- #10 /IOVWM (2) 3/8 THRU BOLTS OR FIBERMESH�7 WASHERS &NUTS CORROSION RESISTANT 11 GA INTERNAL ALUM BASE PREDRILL VERT FLANGES (2) 3/8' THRU BOLTS 1 �►• u [--4- FBC PLANS & ENGINEERING SERVICE INC. 38351 COUNTY RD. 54 ZEPHYRHILLS, FL. 33542 1- 866 - 824 -7894 TOLL FREE & FAX 1/2'12 ' MIN SLOPE 2x SMB EDGE BEAM FASTEN 2x- SMB TO WALL FASTEN TO POST W/ RECEIVING CHANNEL PER DETAIL W/ (7) #10x1' TEKS B EACH SIDE PER POSTS WITH TRIBUTARY AREA OF 72 SQ FT MAX 'x3'x.063' FLUTED AL POSTS HT =9' -0' MAX 3'x3'x.093 AL POSTS HT =10' MAX 3'x3'x..125' AL POSTS : HT =11' MAX x FASTEN TO SLAB PER DETAIL Q NOTE: IF POST HTS GREATER THAN LISTED ARE NEEDED E SITE SPECIFIC ENGINEERING SHALL BE PROVIDED W/TIXED END SUPPORTS (EMBEDDED POSTS AT BASE, IC"✓EE BRACES AT TIP) 12'- 0' 3'x12'x.024' ALUM PANS MA 3'x12'x.032' ALUM PANS 18 ' - 4' MA 3'x12'x.26 GA GALV. STEEL PANS 18' -4' 3'x4'x.024' COMPOSITE PANELS 21' -6' 3'x.4'x.032' COMPOSITE PANELS H 0 S T S T R U C T U R E P. 'H' (4) MIN 1/4' x 2 1/2' WEDGE SIDE ELEVATION ANCHORS OR EQUIV. _ I, RATED 18001 EACH TENSION TYPICAL COLUMN CONNECTION CORROSION RESISTANT 1/2' WEDGE ANCHOR x 4' EMBEDMENT RATED 4700# TENSION TO 2500 PSI 4' THICK CONCRETE SLAB OVER CLEAN COMPACTED TERMITE TREATED SOIL SEE FOOTER NOTE: PER FBC R40312 & 403.1.4 NOTE: FOR EXISTING SLABS WITHOUT SUFFICIENT FOUNDATION Y DETAIL E J /� INDIVIDUAL PIER FOOTERS MAY BE USED AT EACH POST IN END POST _TO_ CONCRETE / \ LIEU OF A CONTINUOUS FOOTER PER DETAIL . I hereby certify that I have reviewed this plan and found it to be in compliance with design requirements of the Florida Building Code, 2007 edition, including 2009 supplements. DAVID W. SMITH THOMAS L. HANSON P.E. # 53608 P.E. # 38654 OR EYE ANCHORS SHALL BE ATTATCHED TO EACH POST PER DETAIL CARPORT /PATIO COVER SHEET 1 MONO SLOPE ALUM ROOF 1 OF 1 SCALE DATE ATT CPT SEAL DO NOT SCALE 11/9/10 110 ENGINEER'S NOTES: 1.THE BASIC DESIGN WINDSPEED= 110 MPH , 3 SEC GUST 2. THE WHO IMPORTANCE FACTOR IS 1.0 ; BLDG CATEGORY =11 3. THE WIND EXPOSURE CATEGORY USED IS 'B" 4. THE INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS +.18/ -.18 5. C do C DESIGN WIND PRESSURE = +10/ -22 PSF ROOF; +22/ -24 PSF WALLS 6. ALL WINDOWS AND DOORS TO BE RATED FOR 110 MPH WIND SPEED AND INSTALLED PER MFGR'S SPECIFICATIONS. 7. SEE NAILING SPECIFICATION NOTE FOR WOOD PANELS BELOW NAILING PATTERN SPECIFIED PROVIDES 8501 /FT UPLIFT 8. NOTE: SIMPSON CUPS MAY BE APPLIED EITHER OUTSIDE OR INSIDE OF STUDS MAY BE USED FOR ADDITIONS TO MOBILE HOMES MODULAR & PARK MODEL HOMES AS WELL AS SITE BUILT BLOCK OR FRAME HOMES ATTACHMENT TO HOST PARK MODEL W/ "PEEL —N— SEAL" FLASHING OR EQUIV. LAP 6" MIN ONTO ROOF 12" APPRO 4TH WALL CONSTRUCTION MAY BE FRAMED WALL OR BEAMS & COLUMNS SEE HEADER TABLE & NOTE ABOVE ROOM ADDITION ENLARGED VIEW FACIA ATTACHMENT DETAIL 1 /4'x 5 1/2" L.G. SCRWS W /FENDER WASHER /SEAL 0 12" O.C. 0 DBL TOP PLATE &8" O.C. ALONG RAKES FROM FBCR TABLE R502.50) HEADERS 0 BEARING WALL SIZE SPAN NUMBER OF JACK STUDS 6' MAX OF HOST & 6 1/2' MAX OF ADDITION ROOF & CEILING 2 -2 "x4" 3' -6" 1 2 -2 "x6" 5' - 5" 1 .2-2x8* 6' -10" 1 2 -2 "x10' 1 8' -5" 1 2 2 -2 "x12" 10' -6" 1 2 VALENCE CAP #8x1/2" CORROSION RESISTENT WASHER HEADED SCREWS ALUM FLASHING INSTALLED 6" MIN UNDER 12' SPAN MAX FIRST ROW OF SHINGLESI 1 5' -4" MAX 0.030" COMPOSITE P ANELS 10' -6" MAX W/ 3 "X12 "x.032" PANS 14' -0" MAX W/ 3 "X12 "x 26GA STEEL PANS 12" APPRO / 12 1 DBL 2 "X4" TOP PLATE SHING ONLY DBL 2 "X4" TOP PLATE I DBL 2 "X_ HEADER PER FBCR TABLE R502.5(1) W/11/2" PLYWOOD SPACER / OVER WINDOWS &DOOR WINDOWS PER SCHEDULE 1/2" CDX OR OSB OVERLAP BOTTOM PLATE AND PERIMIETER JOISTS NAIL 6" O.C. ®EDGES &IN FIELD SEE NAILING NOTE +22 PSF I -24 PSF ,c -24 HOST VINYL SIDING 37'x50 5/8 TO MATCH EXISTING ___________ FF ___ __ _ _ _ ___ 2 "x4" STUD CONSTRUCTION ® 16" C. NP SIMPSON CLIPS R -11 INSULATION IN ALL 2X4 WOOD WALLS APPLY INSIDE OR OUTSIDE L L SINGLE PT 2 "X4" PLATE FASTEN TO PERIMETER JOIST W /(2 STAGGGERED ROWS) 16d NAILS 12" O.C. (SEE NOTE BELOW IF CONSTRUCTING L ON CONCRETE) ALUM TERMITE SHIELD ® EACH PIER Q WALL PANELS (PLYWOOD) NAILING NOTE: NOTE: NAIL 6" O.C. ® EDGES & 12" IN FIELD WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP PLATE AND THE BOTTOM PLATE AND THE PERIMETER JOISTS WHEN APPLICABLE (CONSTRUCTING ON A WOOD DECK.) ROWS OF 10d NAILS ® 3" O.C. SHALL BE 1/2 MINIMUM FROM PANELING EDGE& OF BOTH MEMBERS OF DBL TOP PLATE &BOTTOM PLATE. USE TWO STAGGERED ROWS OF NAILS ON 3" O.0 ®BOTTOM PLATE WHEN BUILDING ON CONCRETE SLAB OR ALTERNATIVELY INTO PERIMETER JOIST WHEN BUILDING ON WOOD DECK NOTE: WHERE WINDOWS OR DOORS INTERRUPT THE WOOD STRUCTURAL SHEATHING AND WITHIN 4 FT OF EACH CORNER AND ATTACHMENTS TO EXISTING STRUCTURE USE SIMPSON SP2 & SP1 OR EQUIV. APPLIED PER MFG'RS SPECIFICATIONS AT INSIDE OR OUTSIDE 8 "X8 "X8" CONC BLOCK PIER 4'X18 X16 "CONC PAD OR EQUUIV. AUGER ANCHOR @ 8 "O.C. MAX FASTENED TO DBL 2X8 GIRDER W /FLAT SIMPSON CS -16 STRAP OR EQUIV. ASTM #123 -89A MOBILE HOME STRAP NOTE: SHOWN BUILT ON WOOD DECK, MAY ALSO BE CONSTRUCTED ON 250OPSI CONCRETE SLAB 4" THICK W/ 6x6/10 -10 WWM OR FIBERFIL OVER 6 MIL POLYFILM OVER CLEAN COMPACTED TERMITE TREATED SOIL, W /16 "x12 "W FOOTER W/ (2) #5 CONTINUOUS ON CHAIRS FASTEN BOTTOM PLATE TO SLAB W/ 1/2 "X 7" WEDGE ANCH. 024" O.C. MAX® EACH SIDE OF DOORS& WINDOWS &WITHIN 6" OF CORNERS NOTE: WINDOW &DOOR MFGR'S TO CERTIFY THEIR PRODUCTS WILL WITHSTAND THE PRESSURE RESULTING FROM A 130 MPH FBC PLANS do ENGINEERING SERVICE INC. WIND SPEED (3 SEC GUST) AS INDICATED ON PLAN. 38351 COUNTY RD. 54 WINDOWS AND DOORS TO BE INSTALLED PER MFGR'S ZEPHYRHILLS, FL 33542 SPECIFICATIONS 1 -868 -824 -7894 TOLL FREE & FAX 4" COMPOSITE ROOF PANELS w/ O.S.B. FOR SHINGLE ATTACHMENT PER MFG. SPECS. CLOSE INSULATION PANEL WITH ALUM. END CAP SECURED WITH #12 X 5/8 LG CORROSION RESISTANT WASHER HEADED SCREWS 12" O.C.. R -25 MIN INSULATION UNDER FLOOR ROOM ADDITION TYPICAL SECTION I hereby certify that I have reviewed this plan and found it to IVin compliance with design requirements of the Florida Building ode 2007 edition, including 2009 supplements. DAVID W. SMITH THOMAS L. HANSON P.E. # 53808 P.E. # 38654 N1 H 0 4 S T T H S W T A R L UC L C T C U 0 R N E S (n T Ll1 U Of N +21 PSF -23 PSF 36 "x6' -8" PREHUNG STAIRS 4TH WALL CONST. MAY BE FRAMED WALL OR BEAMS /COLUMNS. SEE PLANS FOR ALUMINUM POST /BEAM SPECS /4 PT PLYWOOD CARPORT SLAB NOTE STAIRS &RAILINGS TO CONFORM TO F.B.C. 2007 SECTIONS R311 &R312 RESPECTIVELY SEE TYPICAL DECK DETAIL SHEET 'V- 1 11('11 SEAL ROOM ADDITION WOOD FRAME SCALE DATE DO NOT SCALE 1 11/9/10 0 T T R U C U R E SHEET OC 1 OF 1 ROOM ADDITION WOOD FRAME 110 TYPICAL* ' 2' WIDE MAX HOST STRUCTURE ROOF HEADER CARRYING 6' OF HOST ROQF& CEILING H 0 4 S T T H S W T A R L UC L C T C U 0 R N E S (n T Ll1 U Of N +21 PSF -23 PSF 36 "x6' -8" PREHUNG STAIRS 4TH WALL CONST. MAY BE FRAMED WALL OR BEAMS /COLUMNS. SEE PLANS FOR ALUMINUM POST /BEAM SPECS /4 PT PLYWOOD CARPORT SLAB NOTE STAIRS &RAILINGS TO CONFORM TO F.B.C. 2007 SECTIONS R311 &R312 RESPECTIVELY SEE TYPICAL DECK DETAIL SHEET 'V- 1 11('11 SEAL ROOM ADDITION WOOD FRAME SCALE DATE DO NOT SCALE 1 11/9/10 0 T T R U C U R E SHEET OC 1 OF 1 ROOM ADDITION WOOD FRAME 110 ENGINEER'S NOTES: - BASIC WIND VELOCITY:130 MPH, 3 SEC GUST IMPORTANCE FACTOR: 0.77 ; BLDG CAT =1 EXPOSURE CATAGORY: B INTERNAL PRESSURE COEFFICIENT =0.0 JOIST 'W' GIRDER 'S' DBL PT 2X6 8' MAX DBL PT 2X8 10' MAX PT 2x6 I 9' MAX PT 2x8 12' MAX PT 2 "X_" FLOOR JOISTS 016" O.C. FASTENED TO DOUBLE PT 2 "x -" GIRDERS WITH SIMPSON H5 OR EQUIVALENT DBL 2X6 GIRDER MAY BE USED FOR ADDITIONS TO MOBILE HOMES MODULAR & PARK MODEL HOMES AS WELL AS SITE BUILT BLOCK OR FRAME HOMES ALUM TERMITE SHIELD CONCRETE BLOCKS DBL 2X6 PERIMETER JOIST GRADE PT 4x4 MIN. POST W/ 1 #5 REBAR MOUNTED 18" CROSSWISE THRU POST :; EMBEDDED IN CONCRETE 1 PIER FOOTING 12 2500 PSI CONCRETE MIN 18" DIA APPROX x 2' DP APPROX CONCRETE PIER FOOTER 3000# UPLIFT ALTERNATIVE POST CONNECTION PIER FOOTER 'w' N 4 "x16 "X16" CONC. PAD OR 18j "X18j "X1" THK. ABS PAD I I GRADE ALTERNATIVE EARTH CONNECTION AUGER ANCHOR 0 EA. PIER STYLECREST #48364634 OR EQUIV 32" IMBEDMENT OF 4' AUGER ANCHOR SECURING GIRDERS W/ ASTM #123 -89A STRAP OR EQUIV rated 3000# UPLIFT STYLECREST 3904 BUILDERS CIRCLE PLANT CITY FL. 33 67 1_800- 94� -4440 JAMIE WITHEM) COLUMN* 4 CORNERS) DBL 2X_ — 2 „ __��IS I PERIMETER JOIST —`�� _ � O.L. LENGTH AS REQ'D AUGER TIE DOWNS 0 'S' MAX O.C. VARIOUS ALTERNATIVE FOOTER /TIE DOWN METHODS TYPICAL FLOOR JOIST /GIRDERS LAYOUT FOOTING /PIER /ANCHOR® 'S' O.C. MAX P.T. 2 "X_" JOISTS 016” O.C. FASTENED TO DOUBLE P.T. 2 "X6" JOISTS 016" O.C. FASTENED TO DOUBLE P.T. 2x_ GIRDERS WITH P.T. 2x6 GIRDERS WITH SIMPSON JOIST BUCKETS SIMPSON JOIST BUCKETS TYPICAL BOTH ENDS SIMPSON H5 CLIP OR EQUN. 0 EVERY 3RD EACH JOIST MIN. TO MIDDLE GIRDER C ONNECTION AS INDICATED C DECKING OF CHOICE DBL P.T. 2X6 MIDDLE GIRDER 3000# UPLIFT / DBL P.T.2X6 PERIMETER JOIST" ALUM TERMITE SHIELD ® EACH PIER G RA ALTERNATIVE FOR EXISTING 4" CONCRETE SLAB NOTE: W 1�2 "(WEDGE ANCHOR 0 EA. PIER 4 IMBEDMENT INTO SLAB (THUNDERBOLT OR EQUIV.) SECURING GIRDERS E NLARGED VIEW ® A -A W/ ASTM #123 -89A STRAP OR EQUIV RATED 3000# UPLIFT TYPICAL DECK SECTION WITH VARIOUS ACCEPTABLE FOOTER SYSTEMS USE (2) 5/8 THRU BOLTS, NUTS &WASHERS (CORROSION RESISTANT) 0 PT PERIMETER JOISTS TO PT POST IN CONC CAST FOOTER —I� ' / ,'s2' ALUM BASE PLATE (TYP) OR Al,2ERt4UNE fi \�+(/ /PT 2'W' PERIMETER JOIST 24 O.C.— — 110 TAPCONS K 3 1/2' TYPK.AL - CORROS*N RESISTANT 2' MIN IMBEDMENT IN 2 %5 PT 2.4 DECKING PERIMETER JOISTS FASTEN TO JOISTS DETAIL OF W/19.3 DECK SCREWS POST TO DECK PT DBL 2X10 HEADER ATTACHED TO PT 4X4 POSTS CONNECTION W /(2) 1/2" THRU BOLTS, NUTS, WASHERS, EA. POST CONNECTION INTERMEDIATE RAILS, BALUSTRADES OR ORNAMENTAL CLOSURES SHALL NOT ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER. EXCEPT TIANGULAR OPENING FORMED BY RISER, TREAD AND BOTTOM RAIL OF A GUARD MAY NOT ALLOW A 6" SPHERE TO PAS. \, PER FBC R312.2 PT 2x10 TREADS FASTEN TO STRINGERS IN PRO16d EA. CONNECTION STAIRWAY CONSTRUCCTIQN TO COMPLY WITH PORT PER FBC \ STAR / CO STRU&ION TO BE PR //OPORTIONED2SO TN INCLUDING NOSE) s +/2' MI SUM OF 2 RISERS + RUN (EXCLUSIVE OF NOSE P TO EQUAL BETEEN 24" MIN AND 25" MAX STYLECREST #48364634 OR EQUIV / AUGER ANCHOR 0 8' O.0 MAX 32" IMBEDMENT OF 4' AUGER ANCHOR SECURING GIRDERS W/ ASTM #123 -89A STRAP OR EQUIV FBC PLANS & ENGINEERING SERVICE, INC. I hereby certify that I have reviewed this plan and found it to in compliance with design requirements of the Florida Buildin 38351 C.R. 54, ZEPHYRHILLS, FL. 33542 Code, 2007 edition, including 2009 supplements. DAVID W. SMITH THOMAS L. HANSON TOLL FREE & FAX: 1 -888- 824 -7894 P.E. / 53808 P.B. / 38854 TYPICAL DECK SHEET Or ALTERNATIVE CONNECTIONS 1 OF 1 t �a Sig DATE DECK D08 SEAL DO NOT SCALE 11/11/10 130