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HomeMy WebLinkAbout10-10286 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 10286 BUILDING PERMIT Permit Number: 10286 Address: 6118 16TH ST 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: PARK HILL Est. Value: Parcel Number: 02- 26 -21- 0180 - 00000 -0730 Improv. Cost: 4,089.00 ffi Date Issued: 3/24/2010 Name: JOYCE, TERENCE Total Fees: 82.50 Address: 6118 16TH ST Amount Paid: 82.50 ZEPHYRHILLS, FL. 33542 Date Paid: 3/24/2010 Phone: (813)782 -2807 Work Desc: REPLACE 9 WINDOWS SIZE /SIZE .n THE H• • -• A -H• =VI BUIL. 82.50 t , r / cu r ,. / 6.,./D a O• 2 • - •U H PLUS MIS IN ULA I•N ILIN 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 f) 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 improvem - - your prope . If you intend to obtain financing, consult with your lender or an attorney befog o_ r , . ce of com encement." row ow . ONT'; A O N 'GNATURE PERMIT OFFI R • XPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CA • : INSPECTION - 8 HOUR NOTICE REQUIRED P • • TECT CARD FROM WEATHER kf / yam ' ' ,' ` City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor /Homeowner: %‘e. 441 tr 2)e/ 7 L Date Received: 3 75 (ef Site: 6 l/ 6 Permit Type: , S' /2e/S?k' Approved wino comments: ❑ Approved w /the below comments\ Denied w /the below comments: ❑ See This comment sheet shall e ept with the permit and/or pl.. , eatt. Kalvin Switzer — Plans aminer Date Contracts and/. Ho eowner (Require. hen s ents are present) 813-780 -0020 City of Zephyrhills Permit Application Fax - 813-780 -0021 Buildin Department /0 ! //aVS „ 4q • Date Received r l s • . v Phone Contact for Permitting _ J f f - ,. :..:a, _ i.. ,.. . t. !! .,, 1 3 - . - � -:: _ 3 ..q Tn}e::.{i _e- '!m.e -i! utai ?- .;..atr,„.s Owner's Name 7?REWCE ✓v YCIC Owner Phone Number I Pt' 71'2, Zft 7 1 Owner's Address 6 &.P /4 "I* S7• Owner Phone Number Fee Simple Titleholder Name Owner Phone Number I Fee Simple Titleholder Address , / JOB ADDRESS 4��0 /(I Sit, ZEPA ttJ, A.-. 37 .2 LOT # 1 I SUBDIVISION pmt# /,/ LI- PARCEL JD te.)d APP- 000 z -073o I (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR %ADD /ALT ( I SIGN I I MOVE 1 1 DEMOLISH INSTALL REPAIR PROPOSED USE 1 SFR I I COMM ( 1 OTHER I TYPE OF CONSTRUCTION r .... BLOCK 1 I FRAME I 1 STEEL 1 I OTHER DESCRIPTION OF WORK RG, i./z q witkroo1JS site Fog_ sae BUILDING SIZE SO FOOTAGE HEIGHT - .1 ..,...e.:_ n:.,. eon ._._ n..au:ssx;rz.::uoeur . n s;d _ - . ...a:.:m . u. <..v:,.,;aF'et "��aO 3 .9 °:•••'••• °••.•'•'. n. •nn a ..n ni[!!:i..k 3i:naem - t .uwau...,", BUILDING $ 4 /0 cf:9• / VALUATION OF TOTAL CONSTRUCTION 1 1 ELECTRICAL ($ AMP SERVICE PROGRESS ENERGY 1 I W.R.E. C. 1 PLUMBING $ 1 1 MECHANICAL IS I VALUATION OF MECHANICAL INSTALLATION I I GAS 1 1 ROOFING I 1 SPECIALTY 1 I OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA 1 IYES 1 INO .. ,. .p;a ? :,, ,h g .a .. i .._. i. xt!}:{ Rinif°!:}!!' etR?1!? inrig! xnntB T. }_ }!!i'T.!'.{t?t: r r : .,. mar' «F } ?;!t".er5. ^,fn«!!hp?!!t::}, a! 3 n ql BUILDER I I COMPANY - -'- - SIGNATURE REGISTERED 1 Y/ N I FEE CURRENT 1 Y/ N Address License # ELECTRICIAN I COMPANY SIGNATURE REGISTERED - I Y/ N I FEECURRENT 1 Y/ N I Address I I License # PLUMBER I COMPANY I SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N Address I 1 License # I MECHANICAL ,,, SIGNATURE � COMPANY REGISTERED I Y/ N 1 FEE CURRENT 1 Y / N Address ) • License # I OTHER SIGNATURE I A . w 0- D�_� COMPANY I /I"�D ,07-,44,,,,,e- „��i �/ /('� .v " -I �•�. f�, REGISTERED I Y/ N f FEE CURRENT 1 Y/ N I Address I.20 e L TQ X 336 /9 License# I 4/2C .it.,.,,. ,,,..,n.,n„a:mr,at �! aLe .... rr:::. n.:::::: r :: ::l l:1 1Z 2t r. 74 n .,. ..,....,t..::,t.n,.,, ,.,t,., ,. EM _ . . 4. a„ c, a:..,, an...,.< ......... ... e ..n...u...us.i..._..,,..n,, ....._....." a a:..uua: ":3�::i' . :iw., n,�..,. n,. r •+ G _ .:� 0 �6 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms° °°' ` " "'" " ^ ^ E'nr:a;e Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster COMMERCIAL Attach (3) sets of Building Plans; (1) set of Energy Forms. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster All commercial requirements must meet compliance. SIGN PERMIT Attach (2) sets of Engineered Plans_ *"'PROPERTY SURVEY required for all NEW construction. tr•.rif?ti -:',iiNi }IfiIiit i?'t81@ }Ifrt,.= rfffli }iilfill.'.� f.ilitiltil}fiItINi!;T, Iftl} }R °•9' - YD!rect:ons. r !`f �•.'f!t @:fiF.I:;.... ... a:?ff €•;:,;is'f: r4 %f ?;.!f! }tU.i:rtf!f3 dffriinnli;;llffa„ n .:!fi }tb ?f!k -h tl „n s:;n:3t 7t , . n Iifii! i. it !LI}:It;t:i,r; ?ff,:± ^, ?f'f.:,,, Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, 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 PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences (Plot/Survey /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 County. TRANSPORTATION IMPACT /UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89 -07 and 90 -07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I . certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law — Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'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 Waterways. - Department of Health & Rehabilitative Services /Environmental Health Unit - Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency- Asbestos abatement. - Federal Aviation Authority- Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V' unless expressly permitted. - If the fill material is to be used in Flood Zone "A ", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall .be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE F• - a id R0 - ' N • • r - PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LE • ,'E•1,fak.4U! =l►L Y BEFO' E RECORDING YOUR NOTICE OF COMMENCEMENT. , FLORIDAJURAT(F a. � „ 11 OWNER OR AGEN � � CONTRACTOR ,,-J, Su ibed and sw�r o (or affi it �� - M 1 ' b e/�n s rn to (o 6,,,&_ ffir d) b e mq�thi � by l ly :o 1 . - It �' 11' H r O�fT o is /a e personally knov� o me e 7l_�� or has /have produced V4o is/ar slar rsonally kn - o wn - tome or has/have produced as identification as identification. o Notary Public , Notary Public • SAMANTHA KAAA SAMANTHA KAAA Commis ' n A ?i" on . , • • , No. ,k ;';: r - ` • ARY PUBLIC • yr. DA , `" STA I t OF FLORIDA f' 4 • Name of N "°' - . sta - Name of Notary typed, panted o S ; C � C^ Comm# DD0608785 Comm# DD0608785 Expires 10/25/2010 Expires 10/25/2010 111111111111111111111111111111111111111111111111111111111111 2010035180 • Rcpt:1293772 Rec: 10.00 DS: 0.00 IT: 0.00 This Instrument Prepared By: 03/15/10 L. Korb, Dpty Clerk THD At -Home Services 207 Kelsey Lane, Suite K PAULA S. O'NEIL, PASCO CLERK & COMPTROLLER v Tampa, FL 33619 03/15/10 09:55am 1 of 1 NOTICE OF COMMENCEMENT OR BK 8287 PG 1943 Permit No. Tax Folio No. 09-0o -off 1 ' L O- 0()C7C0 -0 State of Florida County of PASe0 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Description of property: (legal description of property, and street address if available)‘, 1s 14 1l" ST 2E ,- R t.S F 4RK I.hu- Sua ur /1 1 PS of ; 7o t6r73 aR 3342 01, 2. General description of improvement: tJ 1n11knrJ Reft.rl+c‘rytGru 3. Owner information (a) Name and address: Tit£NCC f Y € 6//P /6 S'7_ 745 MarS fit- 3 3 n/ Z (b) Interest in property: OUtJeY (c) Name and address of fee simple titleholder (if other than owner): 4. Contractor (a) Name and address: THD At -Home Services, Inc 207 Kelsey Lane, Suite K, Tampa, FL 33619 (b) Phone number: 813 - 402 -3700 5. Surety (a) Name and address: ,►JA (b) Amount of bond (c) Phone number: 6. Lender (a) Name and address: AIL (b) Phone number: '7 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 Statutes: (a) Name and address: �1 / , (b) Phone number: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (a) Name and address: (b) Phone number: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. JOHN M. McCRETTON $' Comm* DD0871959 1 . Q� e . _= n ature of Owner wner's on Officer/Director E>�ires 3/t8/2o13 7 , I f r ie o re-e �, Partner/Manager ' ,,fr o�' Florida Notary ASSn., Inc Signatory's Title/Office J , 4 The fore oing instrument was acknowledged before me this 1 S d ay of inikeetf , CIO b ,ce - E (name of person) as (11 .4 OVA (type of authority, e.g. officer, trustee, attomey in fact) for SEL F (name of party on behalf of whom instrument was executed). 1 ature of Notary Publi — State of Florida Pers nally known or Produced Identification Verification Pursuant to Section 92.525, Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. _.1 _ _.. _ v , / Revised 7/1/07 S re of Natural Person Signin. Li e# 0) Above STATE OF FLORIDA, COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WITNES,MY HAND AN OFFICIAL SEAL THIS DAY OF M w 2 U/ 0 PAULA S. •' EIL, CLERK & COMPTROLLER BY L. —y�� Z_ ��� 13E PUTY CLERK . 4 W W oah Oq j tl`'' 9' X '''''): -0110 _/ (", 7 w n °a ( w g Y ( „ 1 ALL WORK SI!AL.I. C )MPLY WITII ALL 'PREVAILING CODL:S. FLORIDA bUILD!N s CODE, NATIONAL ELECTRIC CODE AN: =TYOFZEPH YRul t c' fPr.)T AN'___`, Z vO vi CI r W Gy E O w p a ® °9 ) 1 � 1 REVIEW DATE S ( 6c. Cr CITY OF ZEPHYRHILLS PLANS EXAMINER x e r J a w -t W m N o m m a > w N ITEM # E N —� d T r V t P p iT 'o' 1 c a T� o• o` a i m c p � , o m a m w $ xi E o m C i/ 3 d m • I H P p w o • 0 o m m �. a = w . F - O O = W 7 `. ; G = O 6 A m 3 , 3 v N m ti - x 4, ..-4 �, o \ , • N N i N N PV ry F co P, W x G3 0 N s f y o ` a E e O m y �. F Interior n o n Exterior > O z CD l+,J W •%1 CP•1 x [ CP S '? `' Se rn L .? m �i E e` !' 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INC. I1—' FT y SINGLE HUNG WINDOW J P.O. Box 230 Volrito 33523 Z Phone No.: 813.889.9197 $ rn , O -f G PART OR ASSEMBLY: Fiondo Board of Pnfeotona Engineers IA Gl a \O Certificate Of Autnortzat No. 9813 co NO DATE BY TYPICAL ELEVATION, DESIGN GI- S • REVISIONS PRESSURES &GENERAL NOTES Lyndon F. Schmidt, P.E. /. 2. • © 2000 R.W. eUILDIND CONSULTANT. INC. e a - ►� riA t o � � z ©D �i - 0 U © © _� -_ e - .-_ II J r e o ©© ©© e 5 e A ® B O _ O A M Z c $ N � j a a Cl r Joiri • , A A ° ;a�n O pix r ° to In 2. 2 1. n � N E. c N NI ° n a .9' i H d fn • I I III I I I , I. 8 � J I Z L uc n Z ° e S. p' O O, z o o ° • !I _ 1 0 a - r1 N u f ZOm m 00 N O m y Z m m m I-1 /4 "MIN. MI! Cam_ IQ o". = H - A D O EMB. (TYP.) x ► a�m�- ZD ® A oZ Z v m 0 A� �z O A ° A = � O • 4 0 N O N d Z m Co S. e n n 2 a m • a A a 4 [It I Z. .:, - j _ Z m „II 4 o ; ,,„ �� - C. - - 1 � � o m Q low Co d to Z fie. � , , O O b ® °m 0 N m I -1/4" MIN. V 0 EMB. (TYP.) xr i g P PRODUCT: Document. Prepared By: r c -. 6 BUILDING CONSULTANTS, INC. I 0 SINGLE HUNG WINDOW JL�P.o. Box 230 Vairlao FL 33595 O Z Phone No.: 813.859.9197 01 r O -1 10 PART OR ASSEMBLY: Florida Board of Profe..lonol En9ineere I {.. p Certificate Of Authorization No. 9813 NO. DATE 8Y VERTICAL & HORIZONTAL L? — SQL— /7•e REVISIONS CROSS SECTIONS Lyndon F. Schmidt, P.E. No. 43409 E3 20 08 R.W. BUILDIND C.ON9ULTANTS INC. n: \A - projects \Project holders \Prof 901 - WOO \pr907 \D. RWBC Drawings \FL - 6163\6163.1- 5.dwg, Model • f. N 7- n n O n n . aj (D o O ] V 9 • tD H W 61 , A O T O O fl O N O m O y J 70 ncmm z zz m . 9 a3 - O c O _ m a X o o e -, a 2 a -, —r- 1. r -.. n tv,z mz T,. _ O m • • mZaci • n 0 • o m , 3 )S33 c • o m ' ,0 o' a a 61 e a3o 0Z! D I tk' 8 ' 3 o o L t. �3 Q.g7 a � � O. . — I I mo-- 4.. MAX. 3 —.---1 ^ 3" 4" MAX. 1n x 3 �'m co z m 3 rf") m' m a 3 a PI a` m 3 ,g/ PD a z o a.o . ti 3 cl 1 ° n m n o t 3' 6 2 a 2 n 3 o a_ a 'I ' h b a a n zn oo 2 z "O P, m po - H j . N O a z fl O D • . a�,o ZO f x � z O (D G1 < y c m 0 l Q n c n SP,.. 1 > ' ,C16 ni m f I I I / ... ,,, • A F^ D : m T. 7 7 m> ,z,- ,, r0 (l , v - ,g.. x yx A O n - n Z z O 0 I 1 1 I / \ – F- - - 6" MAX. 3" - - � 3 1 6' MAX. 7 I x g y N PRODUCT: Documents Prepored By: r M Fn p �� BUILDING CONSULTANTS. INC. IC' SINGLE HUNG WINDOW Jt j/j P.O. Box 230 Volrlco FL. 33595 ? Phone No.: 913.959.9197 -n W r - 0 7 - 1 „RD PART OR ASSEMBLY: Florida Board of Prof.nlonal Engineers VS it fn Cartifleate Authorization No. 9817 IA J NO DATE BY BUCK de FRAME / n REVISIONS ANCHORIN `/ 7 9 Lyndon F. Schmidt, P.E. No. 43 C 2006 R . 9 UILOIINO CONSULTANTS INC. n 1• - rnujecu\rmlec ruwerslrroJ ,ur - 1uuulpr,u,\Li. nvvoc urawI gslrL- oloa\onon.1- a.owg, moo • F 2s1" 1 Z 1•1 I� r� -O Oo 0 - a 0.63., o I a C m O w V P U A W N O . N A w N -• O d m y 0.'. A w N_ D n � z L. - m m m m {'G � - O 0 n 1 N N p A 1 n H N L m o 0 o a o 0 0 0 0 0 0 o N x w?��0'~�- '~�- �'~m- C��mZZ vv 'o v vvvvv0 ¢ a r "O�y v 3 vvv mA>o 0G) nnnnnnnnnZ m _ 3 `! zm n (��.a II n v<�v vZ ➢ r,1x 0G) - `^. G0 r =' A O Go 1.1 O O Z A A N m .. DO O0 -'Dcn A OC ' m ^ ..F-- - o 2m �D ^ 0.91 "I• 1.28 A � - ( 1 mcn OT z � f E yT. n z z O y z Z —z D< '' f a,z2 z xo Zz 00 3 p00 z> mn n• Ao " mo, uA m3 m 0Z O fmo T$ _'w " D j N Dj _ m n° v A A - _N f.> ° • O o O OC � ti O ND -{ 0.81" 0.63 0 I' -1 K m m o v o 0 0 ° ; o m o a o a z } Om mZ n o p4 - 0 go :A :m Oa 71r I z� M-.0 m � 0 0 ,�� o OQ O K T me A oz _ O m D � 0 D 8i2 =7t�_ o -, - �' C m M H O NDm� D A�+'' o O A � 3 - ti D �K p , � at = o D Z L., Z6 m b. PO o �_ _ �'1 i O - m O Z y OZ D ,N 7KZ S{O� — Z3, 0 �� 41 D rJ x - Z - * • D D D 1.19" - yr _. n m 2 . 0 3 " x D , O S C m r < S O a , • F, o �+ ---- 1.160" Imo I N c0 2.02° -- � C' `� o �f�� N a rn a Lo o da o om� mmm « < « «m C —� O A OO r nnn nn nnnn^ a r �5 j m n Z� m 1.15° to o M o_ x ID a 0.28" - -1 1 ~ a a ° ,�- .432" < ° 4 n '^ o I °= I �� IOp� D s n u o rn • s 3 , ... � 3 3 Y. a k. o o. 3 o Q 0 0 F 36" _ 3 59" 4l x o c e a a - -I1-- 0.22" n 0 1A m Ol D L - =m znz I 7 - Z Z �c m 0.22" 1 r- 72 I T n 0 I- t n T rp. > o o Q o Gl , Dm a o m ° _ < _ n o n ! rn r.� °n 0.44 - L 0.36" z m 0 m z o 3 0 a 2 R PRODUCT: Documents Prepared Ely: r te- n -+ PRODUCT: BUILDING CONSULTANTS, INC. 1 1 o SINGLE H WINDOW Jt- / � / P.o. Box 230 Valrico FL. 33595 Phone No.: 613.859.9197 R C7 r 0 -1 a PART OR ASSEMBLY: Florida Board of Prof.eelontI Engineers (.v 0 o • N rtmcate / Au<80riza 0 No. 9813 Q U a I� y � o � N0. DATE 6Y BILL OF MATERIALS, GLAZING Ce � /�_r L_ q REVISIONS DETAIL Qc COM PONENTS Lyndon F. Schmidt. P.E. o. X 4 , 3 / 0 4 2009 R.W. BUDDING CONSIJLTANT9 INC. -z3 � ! c)•• FI • Uti 0+ E. o U r P, A l R D O D D D D C7 D Cl b T v a a m o o co 04 a c a n rt a o r a O cD o cn o "O a = ` . (D ," 111::M , ro � m - 0 3 o, O c 'p c - v > > m 0 0 o co 0 c° O r � v c C LS rn rn cn v rn rt c� Q A n. Mil cn cp o 2. o 2-, fii.Ve,A11110*Va5q rr Cu m - (ti c cn ro n li o 3 � _ n rr N -C) n n Z Q (n N 70 T o rri V O 7:3 O (D f n ` � @ @ W �. 0 O 00 v m cu n Cu a U XI v n j N ° o CL CD 1 ° c i ° o (T) a .°: a o o o X" O o • o --__ > > a n ` (f) Z < 0 N \/ C C (D c° 1-11 n O 0 ° v N r rt d Q' Z () 0 C1 Cl N V � 1 ET), O . CD _ � . r l �a. F- N n s. 0 3 � Ka} cr Ca r ( Y b Crq a a�+wa:�t co N ,_ i `u O O w 0 a. tee O — a a P ac cr n 0 a a 0 - c n 7J n < O ,O - n a m n to n co CM ro a n 4 c ( , ° c c o o O C w (n a n, a - T 6 o -• • a a — a cn a m n 0 , CD rn rn v co CD D a D D co D to ,< - o -<( a cnu a � n o o 3 o v) 0 c c D '_ a < ,� n, c a n, m cn m 3 o a ° m n m < p o 3 n a a' -o d a 7 p c a m n m c rg- a n c 0 c v D R O ,Y a r C r �-r n O (D O p' .� a a 7 p `� C - J p ( D ,-t- 70 n . a v m co ,-i- P) x ,o z P) a 4w ` ° n, 3 II v) C) :3 _ 7" ril 0_ 0 0 < Cu °* >C a (0 d w -I U1 1 N n m 7 T m 3 ,'+ v) al OJ cu \ rr ' 7 O -, d C C o n w U a Q N a p a E � O N o fl! co _ r j p , F ' ' 7 p� 01 rt 7 "C o ~ ~ Z x cu 7 O co TI C 73 3 c kip O N a F rr C D o p C N - 0 O O to ~ n N _, w rr N n (n CD O O n a 3. 0 0 DJ CD rn a 0 0 0 L.) m n a -a 01 N 4 cu rn 0 0 _ - a Z = a Iv 0 m rn n c O a n G1 rn z -< m 70 70 o (o n r-' z < m --, 0 rn C : a N D. Cl a a (-r . --, C > n rt n (D n o rt W (D a- n ▪ m O .A - d r . - CD Po J N c cu N N ° o a- o w • o E . 0 ,'7-1- a: Co., Crct P d n 0 a a 00 ; N 0 0 D D D r - c cu 0 fl: ( CUmsV) • -0 17 "03 c It (D (D cmi — — y -t -1 re 3 0. 4! .. n n O O H 0, ! -o a) t y o c cn r► < < a 0_ a •p (D (D - • < (n (1D m -� Q y ! (<D 0 a) I •- 0 C O O c D ° T a rt n d H (D 7 (A NI n O( a ,--t- 7 Co ••• rh 0 C -o N ° > �? - O 3' r 1 - 0 ' to a D N 2 (.n 3 N < , -t N) ! 0) 0 Z N N oo _ N c o (D N W 3 0 C) S E -0 -< N 0 C i N / (/) t n) (/ •A 0 N N -\ rr C O CD 0 ( 7, ' z I--1 13-- o a v) x a d • �./ ut < C T la d V 7 01 W 'n !, no c n coot - v� a � N CO (1) O O O a , ;,) a r v) o , o O i t3 ' D ?� a, � n D a j Cr V W - .< {� C � Q o G j C . N N N D- >< Q O Cnco 0 0 0 I Tl tv � '; a � � 0.1 4, o _, 1-- < n � I - T 3 Z a � o x O O O t O to 0 '' ,� n ° �° NJ m o d m co ?) ro - co .4 o o N. � vI Co � < a b � H , O n • o A ((D � 0 CD � � O = (D- Z• ■ a a re a a - a \;-0 �° m o o m ! Q 73 O CT CO x -- (D - d rt O q t o w o �. -< t✓ 7 .< -< i__- O 0 a - D O rn u, o--4 �, ' a c 0 c 7 N t` 7 D r I-I 1 c0 0 3 Z �* m o a y cn c 0- c I < (D < U o �o a I �'oor v o n 1 co N. ^ c co c _0. - ... -a i "i n rt •A rt V) V 0 - i C 1 a a : o m 3 n - , a . rt a -o a i -< w q 1 o I 0 5 " O 6 d i 3 c — 1 n) cn a 1 7 a i N I 0 CD o I ! w w • R: \A - Projects\Project Folders \Proj 1101 - 1200'lp(115S \D. RWBC Drawings \F1 -9478 \FL -6478.dwg, F1- 8978.1.1 , o m o ° 2 .. ,... 3'ri a. c o m E S.o -. �I 1 ,--, rs- i m ° , ) 9. Si0 p ?` o'n' 8618. Y _ . gm_.n° �ao 'R ti N -af o.. ;g a nR c a O M < Iw �,n ?.Q r d-. , a . 3, 5. i a Q m ° 0 � - ( (CSR 313 3 3 M mg ° 4 o n` e° O 0 0 m 4 ° " n Fr J pssmangt =1c= ° _on2 n =< 0 3 iom o o a 0 •Ro gm4 ^ � — n n Q O 8! r$' ,'p n 3 - v R ° Vgg ti y r lT. C rt n>naB °`�nY°3. 7 0 o 3mo `°- ° � m° �� N C rr-, (' o o o o o- 3 0 f 8 iC n » go v 0 '0 0 ,a oa t _ mim m m 0 n an'Y m a F 0 _0 B 2 ' ° ,, W PO O M G O o ` psi O_'Ig O O R c m m 0 D O O w O D °, = < g O a `, . _ o � o O &o 3 S m �Omo r R N ,'::7 rIllizI j ! Q�n n n _ n c g n1 °n _ D ° f Z oQ , io .,. a iamo � .o F n -I� D N co n mug s 9af Q F7 °0 ' 2- og °s o . L O m= .� 0 a o� m0 ° ot0�° 2 g ° R `• Z 11 �` V: a • O m R c 3 R g. ° -'o ' n 0 k 3 0 3 G ° Q N = Z 3 o a WC la V! - ° w N f� o .0x.1 0• o =,=5 m 6 0 2 3 n m E e M ` .: o o S° p ° - W r L o n o m c o o a o a -- o 2 2 ie_ n m a S'2 o - R m o o f c 1 .. o'o o t o O .t a' m q ° '' b a S a Q o S1 ' o 8 ' z - go. m ' o -o 5 E= 0_ s 3 4 F s aa ''0 3 'm 0 E n a, g m n v_ - o.I P o E 9• o£ m o m m � � a � � a 0;', m °I a 0 , o' o §.14 Z MAX. COMBINED DIMENSION 6 104" 1 j Q I 2 W I i�W2,. Q. ° °I A ° Z n m G G 3 O � c cz O - b AO z -O A z O O v z O O _N z D n cz n 2 z f� ° z , O °< 0 AO h0 x 0 o� c > f D , Q s O z z Z H 0 00 Z MAX. COMBINED _ DIMENSION IS 104" Z A WI-- -1i -- W2 Dj < r~ MULLION SPAN MAX. = 74" Z O r o r A� 1 - ( Y O ,...J F c l Q ;g0 z r �O z . z 0 0 Oj `a O z 1 1 z c or, Z 0 r O m G� , G) z 0 v ° z G A C C E 0 7,- nO A c Imo, N -. Q O Z —L O + t 7 1 3I i 18 g 14 I PRODUCT: 1 z � / / � (p � / BUILDING 00.31.11:0.02. NO. _ I ° "` STRUCTURAL BE MULLION ./ L UI/ P. Bev 238 ve"cee PL 33595 �` °+ 2 Phone Be.: 615.659.9197 4 © o, 0 . ,-.11 , ';2' PART OR ASSEMBLY nocao 600ni or P.er.nrono' Engln•. I ' 11 w o N 0 - DATE TYPICAL ELEVATION & C.,a. or .,nnenxouon Me. 2613 BY GENERAL NOTES 3 -5 •o o — N I 'o L� �-/ g I 9 REVISIONS Lynaon P. :. c. Be. 13.09 It 2009 R.H. BV,L°IN° CONSULTANTS IHC. Ft, \A - ProjMSLProject Folders\Proj 1101 - 1200101155 \D. RWBC Drawino9 \FL 84781FL.8478.dwg, 1 -2 W7 W7 MULLION SPAN A MAX. = 74 W I 4' . ETD D T _ A 2O I A f 82 * O 0 C C_ C Al an a� xr `yci - re i n An 2 rr II 8N 8N I,z i O N IIZ o F Z °°N F ° o _N A `z c2 N c 2 F N MULLION SPAN > n Z an O v n - - - - - 0 x 73 0 z AN .N N N w w LA w w A L A A 0 N 0� N N 01 O1 IT 01 01 V V V A a1 m. O N A a1 Oa O N A o co O N A a1 co O N A a• CO O N A ta m 8 888888 1 8 . 8888888888S6ZN �wg3 2 ; 000000000000 o 0 0 0 0 0 0 0 m 0 m A A V • v oS 1 °N N 0 0 0 0 0 0 0 'O 0 0 0 0 0 O O O p' J J Q gi O1 w C-. o 0 o 8 o 0 0 0 8 0 0 0 0 8 0 0 8° J J N O I o -1 O O o 0 0 0 0 0 0 0 O . o o O . O o o O m N' W t0 ' C".'' d Vn F . , 000000 " ` a 'T a'° w I VI 00000000200/00000"7 —^ om N , 0 0 0 0 O o 0 o 0 0 0 0 0 0 0 0 0 6 f' ID m N O N '46 - r U O O N m O N 0� 8 88 888888888888= °g2N N oo0'0000oo 0 00006 i o6e.'-' W• N 1 MULLION SPAN I C.., MAX. = 74" �0 pppp QQ�� y 000 0 0 0 0 000000 t to N 0) L�J J N p O J W 0 01 y O O O 0 0 0 0 0 0 O O O C N OI + m N v Oa W N U+ tD W Z G N -.'Z' apmznn-+v,- --, L " mOD00 3 O 3-0(;):, 0r+� A n O c zJ z z E5 ). y '-I V1 %) q c U ' - 1 /- Z D D C 2 A 2 m y 8 8 8 8 8 8 8 O' 8 8 8 0 0 0 `8 2 O J 8 fK O N G A w A g?, O -'' m N 't A O O O O 0 0 0 O O O O O O m A O J A m W J O1 O J J m C 8 n 2 Z A -- Z r=`t'' m T-- O O O 0 0 0 O O O O O O N N Q> N+ N OI O J m W+ -J y� z -iF = y s„ ,,y m r o A 2 mm °r,0 Z 0�n <i`=" A 88888888888 J p eN°icnKen & N D W I c o c 0 0 0 0 0 0 0 0 0 0 0. A 'p f A E ,i C .r2 � m rn 0 0 066666 W W IS J ID rD O 0 0 A N A L 01 W f < rn tm7lm�D VyZ A A� Fly m� D Z-Io0 pD. 8 Z O p p pp pp pp ��00 p 3 0-±-' m Alnm 0 Z 2 2 8. 080000OO88Nm8 . Nm OJi .J+ 82 go' N".. 01 W t 2 3' Z O z OT fry D ] 3 O ° m 0 0 0 0 0 O O O O . O O J. ' CO W O r0 + W at A en O cu t0 N - . N c m Z r 0m= ? zLnmm ) , - „^,o 2 c r - ,zpz °n ,0 e - o t 0 0° r p Z lam- r A m Z 82888888028 . N N 'co A N W J O 01 N ( (T en r+ _ (z,,--,,, 2 0 m 0 m m 2: 666666666 r ° �C�Om �m __ p p p p p Q p o � �p O Or r - Zm OOO �r y n 88888888-, mAVJ jU ,TO r0ANWJNA A O i o ,^,,--, y; ° p m N . 0 66666 0 0 y P. cn FP 's = O 5: - . , T' CO 88-88888 cLpp pp�O ppff LLnn I. m° Z O A v . . P' W P + O J> - L O S OI N O A m U N 0 �1 g m rs rrt O o o 0 0 0 O N L'' ..+ J A..+ 0) A W p) N+ W A J I V cn 88888 88rt 8 a -:1:118 8°�8tit tw'K O O O O O O i.,1 i . W A OO Or en eo W r0 t0 rD A + A N (T '.... 'c u N • 8888888882 L 8 8 a 4 8 V A ' 8 V A N O O O 0 0 0 0. — O N OO J m N J UI OI Cb A W A t0 , W Q • 1 F F } Y PRODUCT: Documents Prepared By: • �� BUILDING CONSULT.NfS, INC- IN a € , STRUCTURAL BEAM MULLION °° a O. Be. 230 vomao R 33595 A y .— I,on o : 813.699 9197 0 PART OR ASSEMBLY, Florida Board Prerlenol En91n..rs m -, * N 0 ° o eee Certific /-9---c--4-_ te 01 Authorization No. 98'13 I "• t O N0, DATE BY 2723 FOR E TA CON ANCHORING ?. S'-9 9 REVISIONS Lynden P. ScM1midt, P.E No .3109 C 2009 R., BU,LOINa L'a Na UIT ,,,,. INC. R: \A - ProjeR1 \Project Folders \Prof 1101 - 1200\p11155 \O. RWBC Drawings \FL -8976 \FL6476,dwg, .1 -3 ' • MULLION SPAN A WI W2 MAX. = 74" W1 1--W2 _ . c A 7 li n O � r z Krr- II ° ON II 2 O� O C Z C =-- C Z Z E -y0 ~� as O� O y c) to ,Z ON __1_ N ON '> f N MULLION SPAN D -0 Z Of OI V 8E F N N N W W W W fn. A p+ A a N N co, N N 01 01 OI V V O n I A. 01 Go O N a N Oo O N A O O) O N a O, m O N a 01 09 0 N a 0 v N 0 0 0 0 0 0 0 0 0 'O O O O o 0 0 0 8 o m m v V 0 Or N 0 0206996006.000600o .. J N W rp oa 66666o O 66666666666666664'4' V . a C) O N " 8 8 888 8888888888.88 ` 0` °m a V J g3T8t y , O r0 W V J N m O O 666 O O 0 0 0 0 O O O O O O 6 " 66 + 66 J a y) F._ C 8.8888888888888888 ` mm JN m A O m JE,�s� m V .+ QI N I',-) O -oO. 0 0 0 0 OO O O O 66666 a 66 N O" " r O N C Z ...... m �� 8 8 8 8 8.8 8 8 8 8 8 8 8 8 8 8.g m N V N m T O V W r 13 MULLION SPAN I 0 o 0 0'oo00000000 - ooa o W o W a is • N MAX. = 74" W 8 8 8 8 8 8 8 8 8 8 8 8 8 8 N 2 W V N g a O J `-',8'''' ^ (..I N 2 666 0 0 6666" N V m W N N -. (D W �' N ] m 1J 2, z C) --1 U)Z o�- � -' R O t .-i - S A� A 0 CD z x A 2 m - _ m X 22 Zmz m� O e o ° o 8 °0, °o8.888oe88 -14. - a Jt )0 r 0 m Z Ny °A -0 66666 '''' 6 Z C � tiAZ -y -i F ='t 'o ; D D = Z ` ADNA N; E? .P, 88888888888 AoN V •` N Q t O E. rt L 1 C r y ti 2 r A A — O O O. C O O O O G O O O 0 0 - W W m O N> m a L 6 W -< i' a o a c) Y r „g oj� O�z �' xx, m z mr.tr- p O 3 2 2 _ D Z p x 2 2 0 x 000004.00n O 0 0 8 0 O' U CO m Co N O O N Cr, " m (�i m O> W a _ m. cn ---( O D 7,1 I'5.' ;',6 0 0 O 0 0 0 0 0 0 0 0 0 0 6 o 6 m ' V N a W O+ P. 6666" � N m 6-','P-8 z r r' C r m6 —Dr Amr z z 8 8. 8 8 88 °0 8 8 8 8 8 -` T m w 8' w r"o U NL^i <ac t t± 2 zD mo $ _ � �O2oo a c -, m y 00 0000n00000WL 1 O 1 U 1oorn v , io Lnv , J•.� _ Z o z mp nr5 D m - I O O�i,2D -t AZm 2 Y _ _ 0P mm F D 88888888.8888 Y.,-- „ -y., co P , S8Oot$ra,�a Q C 2 F x C 2 z y m 66 O 6.66666666° 01 O+ m ”' m ° a N W J N "b1 �' n m o o OA " p 888888- p �r p� ((�� to m° Z Z 8 8.8 . : 8 . 8 -' W �! + T N Nm A m p., N t v a ry �� 666666666666 �. 6666 a W 6" W 64' V• - ' 11 . b N 88888 " m' o a r a Sv�i v r $i u a . $ 6666666666 W a m V1 + N (D (p a .. N N ... m N • 8 88m' ,8°'�wotig±8` N o -O O o 0 0. O O O — o th o) a v 01 co a W a <O U W 'co 14 f i i ? PRODUCT: Document. Preyerea By. r A T 1 N UILDING CONAN IN l ''' OD € - STRUCTURAL BEAM MULLION �� eo. z3o val SULT r; TS, co PL 33595 L :. -- h e No.: 81.2159.919) m N \ PART OR ASSEMBLY: Florida Board or ProfosNonol Engineers U) N ° certiNcoe Or Authorization o. 9812 ° I b NO DATE BY 2723 MULLION LOAD TABLE C/ � • S . REVISIONS FOR WOOD SCREW ANCHORING 4/ Lyndon F. Schmidt. P.f.. Na 43409 C 2009 R.w. 8uiiomso CONeuLTANTe INC. R - . \A - Projects4Project Folders \Proj 1101 - 1200 \Of1155 \D. RWBC Drawings \FL - 8478 \FL- 8a78.dwg, .1-4 ' 1.53 — 1.53'5" 2.125" 1.208" .31 �+ i,. --- 2.125" — m — .4537.. .125" 0 � 1 N o A .125" ' 10 v. C O O Z o z ! z ' o n ➢ O --LL ZO Z nLS f y f o A .v _I _ --1 �� A ( cn m" O N 1" l n L ' (n � W D r Ln m 1 p2m f ti x , 2 D. O 2 Z Z Zn n 2 ow 2 A I N O O A n V N Z J n O I N c Ac. (t 2 o C N _ - 093 " - - 1 n h� - m Z I y 2 �\� 1' os n /� ,� p 1.562" 7" — 0,.• R n (E o .215 0 2 ( .375" 2.5" — 32 X m o� 3.250" — cN 4u m z Doi oo v,ncn 1/4 "' MAX. m m • 1 � 2 N m0 in2 I nN I � r . A 1 ray zn, ml a Ny mm O A L OAO> v, v. m��-+ n n O to A g Z° O \ m O O 8A8 Oa k-''C n I (�Db O -. N (l) Lf O Ln Z =0, •• n Z� z0X A. n ; n m .47 m Z D- O O C VFi z co mX Z1. I ,. '` m n C m \ O o X �' , - 1/4" MIN. (.7, o 10 EMBED � " ............... m /4" MAX. ' z n_ v F -I n mn MINI m ,1/421 O Z 2 n " o y m 2 Inn C _.Ln X '.... G�',U =NI mO Z Z n Z S nuo•. m I o i 2 X I 2X E CO O O \ ' ...... m ca Z 1 -3 /9" MIN, m �? � > A I EMBED. a V,,,,1., -,, I z 1/4" MAX. 1/4" MAX. --. _ 1 -1/4" MIN. EMBED. 7 X X I Q PRODUCT: Document. P rapo,e d Bo- r N BUILDING CONSULT /RS, INC. I 4. a £ N. STRUCTURAL BEAM MULLION ,R,WP. Ba• no veL:ao FL 33695 4 2 Phone N 6 13.659.9197 o \ PART OR ASSEMBLY: Florida Boers of Prete•eionoi Engineer. t m N O Certificate Of Aulnariiation No. 9613 o ° NO DATE BY 2723 MULLION ANCHOR DETAILS k SEC - DON DETAILS &7 ;, s. a y REVISIONS Lyndon F. Schmidt, P.E. No. 43409 C 30OS R.W. BWLOINa CONSULTANT. INC. R: \A - Projects \ Project Folders \Proj 1101 - 1200101155 \ D. RWBC Drawings \F1•8478 \FL- 8478.dwg, 1 -0 WI W2 MULLION SPAN W I L W2 1 A MAX. = 74 "' ETD C D — r -,,, c) T PO O N F O O aaC) a0 X Oy _L Oln Ap X r r- O O O II O N O N II Z O II Z _ y� pN AO A C) yn > N O � O s D I Z ON N ON Z N _1 -1 I y n n n O N TI MULLION SPAN y 4 n A O I - - - - - - - - a tn G -I Ot oN 2 A n N N - 4 W 4 4 A A A A (!• N N N N C. 0 O• 0 V ■V RI 0 ''t Of m O N A Ot m O N Ot pp G A pf W O N A Ot Op O N A rn Cl) . u 8 888888882882888 O N g O U V N V N m z O d 0 0 0 0 0 0 0 0 0 0 0 O O O O O -• -' O V- O A A O - ON F c N W n0 888888888888.888 NQtO t ,^ O O O 0 0 0 0 0 0 O' O O O. O O N" O W N ° A N W N W •/I • p p p p O (� m T .88. 8 8 0 0 8 0 8 0 8 0 0 8 8 2 T O 8 O OOI N OP K 8 t N N a0 0 0 0 0 0 0 0 0 O. 0 0 0 0 0 0 0 N Ot W N N N O1 Ol N N - oZ m 8 8888888888888g2?-'88 'm&" a' tw n.) MULLION SPAN I O O O O 0 0 0 0 0 0 0 0 0 0 A N A ".° 6 A W ° N A N N N MAX- = 74" A p p pp pp p pp pp p pp 0) L" N Z 8 0 0 8' 8 0 8 8 8 8 0 0 8 '� E N 8 N N m N N O C. "A.• 044 y A-' V O 6 OO J W W N O f -• ' N ama0n -t(nZ O , ,O 0 0 0 0 0 0 0 0 0 0 0 0 0 '82. 2OAU r.�-r.� a Oy2?ymZ-t mV2 O O i - r , ^ C • Ar C1 DD,. 20 m 2a z 't a _i `! I'+t 6'9 Z D 2 D 2 8 p 8 pp 8 pp 8 8 8 p tO b p� V Ol T N k`,. A pp A W i' Z .- =1 Z Zm m2 Z 8888 O88O S8O8O A O N V W ,r N t, t7l N' « Z • Z p -.00 z ti y z a a ro 0 0 0 6 0 0 6. .6 O O O O N- W N W m 6 A A V • A A O W OD r T Z Z Z O A _ 220 r 2 i1n �O a2 n a Zr`l f'1 =j arC CO f a p p p ( (nn , a y N m C D y i� C � � _ 8 0 8 8 8 8 8 8 8 8 8 W T O A P A O Ol N tO QAi "It. J t a M � A'C�"I Z �N a O O O O O O O O O O O W W co N A N N N A O O CO " V O O � r, D ° 1 00 Oj� O 1 S °m<N zzi zo 6 i y yy p p t N �p Ot p WW ti N-.I OZ' O m D aO ( � O 8 8.8 8 8 :8'8 0 8 8* N O lmit V (N.' S V$ J Dp (WiU A x 3 f r r C -2D Z z 0 0 0 0 0'O 0 0 0 0 0 V CO Of L CO 4:, A A V A A V O N N N a z rr„,0 ZAq O t` - n-+m o ,,,, r ti 3 O t pZpD 0r Z m r 0 m c)p 8 0'8880000 * O N V N O A O N NlO O IWL Z r 0 = n 0 j C 2 r't Z O O O 0 0 0 0 0 0 OO N N Co o0 6 in ix, T O W W O v N O - .^1DpDr.l0�r0� Am t a r Oti 2D A m 2:: 0 z ° z m -, 2 p pp pp pp pp pp pp pp pppp �WO pp�� p� (fit p WW OO..�� n n r amm O na ), 888880884 09 A a ( J Jt 8S S g N t0 T W OO AN g' Cr 2 l' m m O 0 0 0 0 O O O O O V N O+ N Co V + A+ O W 'co O O -+ N m N j m " 0 O O A CO Do m 0 Z Z V A 8.8 8 8 8 8 8 8 W 0D O+ V N ni N 4 W 8 V A ft <WD T W O g !w O O O O O O O N W 'co 'o V ' CO O O O V N 0 N A A O - 11 g p ��pp ((pp tt,,..�� 0 8 88 8 8 !O P t D U P r . O N D U N N t v A N ,92 O 0 8 p 0 0 0 8 i n { N O N W A O Qt pp 2 , � N N W 0 p N -• c W O N OE OD WW_ O> - 8 8 8 8 8 8 N 8 g N m A+ Of V W t O> it 8 N OW1 O co' N Y D O O' O O 0 0 0 6 + O N O V V V N N T W A V W "• Ot 10 A g q£ 8 g I PRODUCT Document. Prepared Sy: C�pp BUILO.NO CONSULTANTS INC I I m STRUCTURAL BEAM MULLION ✓�. P.o. Bo. �10 va F,_. 31595 1111 — 1.99n. No.: 511.53D.p1 p7 V 1 0 .v' 0 0 PART OR ASSEMBLY' f oriaa Boon" or PrOl•••ianal En9'n••n 01 O C•nircm• Of thorizatlan No. 9511 ° ' 1 to NO DATE BY 2724 724 TA ANCHORING DABLE C ? S. 9 REVISIONS Lyndon F. SaAmlll. P.E. Pe. 41409 C 2009 R.W. BUILDING cCN•u LTAN7• INC . R: \A • Projects Project Folders \Proj 1101 • 1200 \ 01155 \0. RweC Drawings \FL - 8478\ FL -8478.0m,.1-6 • WI W2 MULLION SPAN 1 a MAX. = 74" W '�- W2 E6 C D DD I E i o f BN ° is c- c il oc 0 °N 0 ko nn i 1 , o s = �� ON VZ O II CZ C-' cZ , -1 0 A D A C7 A C7 y C V V1 • Z O N ON A 2 CZ CZ N + f ~O _L c z F N MULLION SPAN 7 C ) �� pp z /� { /� pp n n n A O O O N A OWi OD O N A Oai OaO O N a T m O N a a of O N 4 0 mo v Cl) p .88 0 O 8 8 8 0 8 8 O 8 O O 8 f0 t0 m 8 m f V V Of 2 cn (n N 8000000 0 m N Q) On -� V N V N y 6666666 0 66666666 " 01 V O a a m • - 1, 0 _N p p p p p p p p p p 0 0 N 8800800888888 88 r0 (O mm V V O) 2 to Cn a O O N Q1 O (n O O N m W r0 0 0 0 0 0 0 0 0 0 0 0 0 O. O' O N N O W N O N W U W CO MI 88.88888888 X S 0 6 0 0 0 O O O tT O W to N N Q) Q) N N r O N - 2 � m -I 888888888888.88 , °' -,3, ' 88 P m8�ttg ^) 6666666666.o 0 66 a N a 6 O a W O N a N (n - N I MULLION SPAN MAX. = 74" 4 8888888888888 28:1'8288titogit; ` '' N 0 0 6666666 0 0 0 0.' -' ""r 666 V m W -' 6 T-' ' N AfnA00 - 1 lnZ O Ito "I C rnOn OOA� S -O C1- Z ^ O CO Z Z mz= m 16A Am `! ➢A = Z I Ar0 -i rn A, , - _1 r V 2 O 8 8 N a a a W m� ZZD 2,=2z 8 88888888888mN�W � NN�mN�; APP Z m n c., F y55 y mpn m D O O O. 0 0 0 O ' O O O O W W m O A a V a a O W O y C Z- I-t -2 0, 0 A-1 � 1 m ii °CZ mm=rn 0 ZOCti ym A p � m „ a� r o c C o 88888888'8888 88A8a88NtaDTwoV A W m r1 W -�i 2 Z A A O O O O O O O O O O O O N m N a N [n N a (D W iD V- p .„ ' o a �A Z2o0 5'1? -(6' 0 r _ s J � m F't Z ?m r z y w z2n2 888 08888 8 8 g 'D m mJ mm 4 !n 8t t o W 2 3 Z F D Z O 2 2 2° V tD N pi o N V O C tn- r ozr� " ^' )8-,P � 000'o 000coo °"I Chi.. co 'co a a�a> V rnN i,> �'? �m �=2 Dm° p r • nn Z Z e ,r rTt OO rn m C W r - m z - O � r ! A rn -. 3: • 8 8 8 8. 8 8 8 8 8 8 8 1° N OVO V N m a N m N t ( W t ? (J1 OZ m0 mrnm Z O O O O O O O O O O O N m O p O 0 0 m W -' W O V (n O - < r m 0 2 ➢ C2 Z � r !'10)'npm jrn_1 0 0 E2D-i < 1n fn f p n Z C rn -I 2 x A '! rD m. m Q1 p� 01 Ur a p a P W ((�.� W O r m rn �yA D 888.8888888V0"'U tD'A OT NID Q)WOmAN� 0 �p � - 1 � 0=m "' 666 aN pNWV + +d -.OWmOtD- U? ,T-,c 2�� n n o Q `o o< V p p p p Q � (� A WW r( ,�� p to m O Z Z 8.80888 8 0 08 W 8 mV' N 8 N J O V A i 8 8 W pg ry � 6 ' a a N W m o C) V N O i., _. a s m - ' 11 . b N 888888888882N8 Q ^��'mLON O V a 41 N(NO4 66666666 a. A o W a N U W C N+ W m N tD -,' 0 888888888t88N8°J`c..' 6666666 0 0 N' t0 a V V N N 0) LO a V W IA. O (0 a 8 1 2 2 . PRODUCT: Documents Proposed By- r ' ) - BUILDING CONSULTANTS. INC. I STRUCTURAL BEAM MULLION r /L� o. BO. 230 Volaco Fl_. 33595 PART OR ASSE MBLY. r norida Board of Prola•enaB t En9In••r. � 5. O . ' Caco. Of Authorization No. 9313 I° m F 2724 MULLION LOAD TABLE N N ° Ca/Naito. n e N0, OATE BY Schmidt. P.E. No. 4s FOR WOOD SCREW ANCHORING (: -� -�? S 'O7 REVISIONS Lyndon E. 09 C2009 R., Burtorva CONSULTATe INC. R:1(. - Proj9cts \Project Folders \Prof 1101 - 1200 \pf1155 00. RWBC Drawings \FL - 8978 \FL- 8178.dwg, .1..7 • 1.53 l " 1.5315" .312" u 2.725" — 1.208" 1 .--- 2.125" �- rn _L .4537' i ' .125" O l - c2, o A Z — -' - .125" '= A N N K'k — O Z 01 r 0 0 A D o � D D O 0 _' A-t 1 20-'Z vi 2 p --11 O to -' m - 0 ' • x / -_ ol A } OV1 °. cn C) W D N v c ° A W r. U m iv e"' l r-F D Frn 1 Vi °Dm x •Lrl n D n 0 0 A 1 0 = A v 2 V N A O o O 2 N O U 1 2.8232" v O 2.5732" • — .25' N a 2.0732" --- .125" m 7.562" 1 4. n • m x L� U f. LI Z N. ® o a • - _) --I I . 093" N z 4� f '. x co • f / 0 o m o n "F,722 NN ~ A, r a 1 1 O A A U m Z O O LN Zmm mO VIZ Z U N 2 0 0 A Z O AO� mmX 0 mm R lr' -, nN D A A x a l -In ' m - f- a AD ° � \ O D O .70D ? •Om mN c - , ` D 2t ' 0 I^Oa 12 I ' i:15>. N. ... E OI 2 4. Lo 0 ziD C ° m ° °` x ^ m ; z x I om-- f n s a o ° , ' A � `i N O x A -+ r , m�C 1/4" MAX, °ZN N x no ° mi x Z n - m x m unnnunnnr m ti r F -' j b 1 A° Z \ C ' U I I N �m - /\ 7 -7/4' MIN. Z n rs' m y ^fix --� \ — EMBED. 0 1/ r O II 4" MAX. n o x II I .,. ax ➢ A \ II < U lr A m 2V O A i 1 to (10:03. m z - °In f ZA[ A ti I ° rL � 1 � 1 � � � A j Fm I 'Il F . °�A ,-^ t/IN A z. _ _ III s� � o m ni �Enx 1 III �x y —� I °nn c _ m ., "'. " ".".� „�nr- a i P C , Z 111 m c yy, fI�I� i �.., a 1 -3/8” MIN. z I� l i I EMBED. I z 11 II 'vim 1/4" MAX. 1 -1/4" MIN. EMBED. 44 4 : I 4 PRODUCT: Documents Prepored By: V N �p BUILDING CONSULTANTS. INC. STRUCTURAL BEAM MULLION ✓ ,Tir .D. Bo. 230 voles FL 33595 2 \ Phone A O No.: 813.959.9197 Flonde eedrd a m(e�s E n m 0 " \ tole L� PART OR A SSEMBLY: Engineer. N N . O rt ' p / /wtnorixatlen No. 9815 ° -• `0 N0, DATE BY MULLION ANCHOR DETAILS & SECTION DETAILS ��"'� ?- S o REVISIONS Lyndon F. Schmidt. P.E. No 43•09 S 2000 P.W. 8011_01 «0 comeuLrANre L.G. • RAA - ProjeetsFroje t Folders \Proj 1101 - 1200 \pf1155 \D. RWBC Drawt gs \FL-8478 \FL.8a78.dwq, .1- 8 • -i W1 4 W2 1 h MAX ON 74 I W7 W2 lA C 1 o is ° F 8 yy N N ll O ES II O O N IIZ C C C2 CO A F Z O F C _ N 2 —L C 2 N C 2 N } -nib yn F N MULLION SPAN ; N A nn N N W W W W W P P PP yy A tt/T. N N ((nn 01 Or ppff Of T V V = M 0 al Z P 01 Oe O N P 01 00 O O1 N A e.1 O 0' 00 O N 0 00 O N Q0 ITT XI 888888.8.8888888888888 * *V`. Co O O O O 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0' 0 W m P - 0 O N cr. , N 8888888880888.88888* *°80,3° -N8o 000000 o 00t ' N r E 0 , p p p 0 , p 0 p p p OJ O v < 8.0 8. 0 0 8 8 8 8 888 8 * Of N O A N N N Z V O. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O N W N A W W CD 6 - I" o 2 c m 2, C) 8.88888888888888`°Vo2V N� � PN) " ooOOOOOOOO00000Omm W aN'' - N I MULLION SPAN MAX. = 74" co • $ 8 8 °0 8 8 8 °0 8 °o o g g$ On N 0, 0, o w- ° o Tz v — 0 0 0 0 0 0 0 0 0 0 0 0 O N On W V <0 N v W 0 -. N - /N� b• C - 3 - C) --I VI r r F ”t -i-, ^ 0 -i -IN�A A-i A �) r'0D 05 A0=-- ,A -I pp pp pp O t0 O fp J J J V O) 01 01 m T ' -1 0 A m -- 2 D m m- 8 8 0 8 0 8 0 0 8 8 0 0 N a 8 V A -. N 01 W t0 V N W N m A jr o �m 66666 O 6666 O O N N QI N N U O Oi a W W a v = A C 1. - IAZ- �-iF2� 0 A-I • m Z °m 2 CM -�� A t' O mm ?� Arr-'2 n t0 (0 co co 00 v J CO N 0> Ce 01 co n En m�A AC i o C C r ^ 8 CO 1001 N LO J a N Lb J N W NO of im�nO � An 0 0 0 0 0 0 0 0 0 0 0 W i"r N+ iO iD N 01 N t0 CO Co <O N N 0 -gDr - 0 m 1 3 zzm v -o � v ' _, ?� = o o p o pp p pp o <O p m m m v J J 0, 0, 0, (11 N P Z ) 0 m ➢ n O 8 0 O 8 0 0 0 0 0 0 8 N CO CT N CO m W— m 01 a N 0 i0 J N ^ 02 O y 2, - yy 20,' A O O 0.O.O O O O O iO v 'co 'co 0 iD N O J T O J LID N Cr, rru, -0512). ,7, .2 F U O 2 � y y D m 0 2r' ' O m 00 2 Am. i 0 0 0 0 8 0 0 0 0 '" ""'“ CG N N O V N W� b W T N � 2 p D y 00 T'1 O m J Z m rp N N m A N W V+ tp QI 6 N C0 -. N O - _ : 0 0 0 0 0 0 0 0 0 0 r mOAm O 'n O X 0 = D C mi r~'1 jm-i oy C =y ac�nm m � pppp pp�� t� n� Z m^1 r F D 0 0 0 0 8 0 0 8 J N m A V A N ttD V a N 0 UD v UI A N 0 Q rz 0=i O 2m n O OOO OOOO W VN 6, -~W N Co Co Co O 01 O 0) - cz Fmc zcmiiy m n . 0 z z V 88 �Trn ar ue'o.P. m 66'0666 O N W co o' ' O1 J O' W N -• fJ N 0o W CO a .- m • 13 p p C T 8 8 8 N 8- 8 0 0 A t0 U 0 v A - O0 0 05 W + < J N A N + t0 m $' O O O O O O N �� p UN W P OD On O Co Opf� W ip v v V i0 N 01 v a • 8 8 8 8 0 N' P+ E2 + S v ( S N O i0 V t N 66666 0 Co 0) -, O N co J m N J N W A N Co N N Co 'co t £ F PRODUCT: Doo„m•nt. Pr.Per.o By: ��pp BUILDING CONSULTANTS, INC. I 0, I ' Ad STRUCTURAL BEAM MULLION JL P° P.o. Bo. 230 vmd.o FL. 33095 a Z _ Pn• n No .: B11ee9.oivT m r 0 -t PART OR ASSEMBLY: norlao Beery ot Pror••.ionol Engineer" F LP O Certif<o Of Authorization No. Send k " m N . N NO DATE ' BY 2728 MULLION LOAD TABLE REVISIONS FOR TAPCON ANCHORING �? SO S Lyndon F. Schmidt. P.E. No. 4.3409 C 2009 R.W. BUIL 01.3 CONSULTANTS INC. • RV. - Projects \Project Folders \Prof 1101 - 1200 \pf115$ \D. RWBC Drawings \FL -8978 \FL -9978. dwg, I -9 MULLION SPAN —1 A WI W2 MAX. = 74' WI W2 1 c V 0 b y i s c 2 s - �^ A An XF n - � . - II o N O� II Z 002 o cZ cZ N b c-2 IIZ --n 0 A AA A 1 y O - � ? y A Z O N_ O N c2 N cZ N + ~� 1 c2 N . MULLION SPAN D 0 s to n L o n s i F a'dtm ,t v. tf.'..t, g s O m 0 c n _ N p 8 0 0 888888 8 88m 8888888m 0 0 0 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 6 6 ^' m m b A 8, F 8888888888.888888888888 m`^ °N c Z N .- m 0 !D 0 n O O O O O O O O O C 0 0 0 0 0 0 0 0 6 0 0 0 y 8888 R 6666 . 66 6606666,6666666°. 6 ". ' A O r- o, RI N � 888888888888888 =8m��� Z 0 6 6 6 6 6 6 0 0 6 6 6 6 6 6 6 6 6 6 6" 1 ° 6 " ° Rt ry MULLION SPAN I V MAX. = 74" N 88 p p p p p p p p p p p p p p p p O m m V ^.1 OI Co 00 000088888000 080..g , ' N - JO - c _ O O O O O O O 0 6 0 0 0 0 0 O 6366,65 - y w N - Z X ■mAn0-42 0-+m mp ti Om � Ar (7 C) - zx c o m A n ➢ x mA� I- -1 8 8888888 OO OO 888888i° U... i o O ZZ A Z - Z r+1 Zm x r', O 60 66 0 06060 0 6060 006I^ a --.1 C Z c prrt N yypb m b V ti Z22o2 -1 0msz A ; h t•i A by � ? AOr A o2�p 888 8888888888888888 m m �BN° S t T AO N ; Z S �m 6666606 00006000006 06 - Pm- -< _ rn• m r y '� Z r r - VI A A G) F �jY ZA ---16 A i rr1 „>2z00 Z AZ m d 7y 2xA mE Zm p N 2z y ZZo 888 000 0006066 ? 6 — 0 w _ > P o _0”, 8 = 0600000 p16�.. - r '1'c--, m �lm Zmn n ; 1 1 r x �t -- D'nzD y mp 0'1 X b 0 0 o m m w Z A ^. °_ Z L o - ,=1 pZ A m 8 8 8 8 88 88888888888N 8 8 N =8 3SS h Omzo °mozr,o �yZ m 66000. 00000000000 of O lO U N O 6 's i-4 N ' 0 r' m0mor,, ➢m= b O 1. OpKizD - AUIm m n 2m r:,m F A 8888888888;888888.0 ,Z1:3I .0& D O A p= n .. 66666,6666,6666656,6.'• 6 N O N ° 6P-•o a) c z ` x• ,c 2 PI S, m h -9O F. A m 03), 'o 0 88888888 8888888!2482mw8°1°f4��& co D O 6 0 0 0 0 0 0 0 6 0 0 0 0 N P O 6 m N - ° 6 J m + T 8 88888888888888� °8 8U�8°'g4 tit 8 660666'606060 o 0 a mro 6mP u1DLnm J t 88 g i 88 8 X 0 0 0 0 0 0 0 0 0 0 6 0 0 0 `a m 6 6 V - b + P P t!I 6 X m F i h S' A PRODUCT: ooe.0n.nt. Prepared Sy: 9 g F N ��/ / p/�� p � � BUILDING CONSULTANTS. P.C. Ie STRUCTURAL BEAM MULLION c / L. W P.O. Bo. 230 0oi ne. R 33595 ? Phone Nn 613.659-9197 O I� m I -11� ti PART OR ASSEMBLY: Florida Beero et Prern.inndl . 98 1 en o.rtltl gcete No. 9613 N0, DATE ON LOAD TABLE REVISIONS BY FOR REVISIONS SCREW ANCHORING � � -r-s-_. 5 Lynoen F. Senmidt. O.E. No. 43■09 C 2009 R.W. BUILDING CON•ULTANTe INC. R: \A • Projects \Pr iect Folders \Proj 1101 • 1200\Df1155\D. RWOC Drawings \FL - 8978 \FL- 8978.dwg, .1-10 • 1.531" --- 1.531" — 2.125" — 1.208" --.-1..- 2.125" -- 7:208' , .125" O -L .125" p O N o0 O N z - U r O A O N U ' O O Z r_O Z onz O O . Ao f O O " n l � V' V. CA � . ( , N F cz o A D Z n O — 1.2 • 0 zn S A N p� v O k i 2 3 Z 6 sa N 2 ° O N O 0 O O D - tn N 5 800" Ao /— • Ls. .700 z A. I —. 725" n A 41. 1 I' .550 • ° ti Z Z E ^ } O \ • X Z ti s. on ,nn ,nov,,z u ,. ( °AJ u m rr, no Z Fr, Z r ZO A n i p 1 /4" M AX_ m v �` 0, Ar o m r� 3; In r+1 r `, n, � z A, rj Z p cn m; m - 4:2-A N y t� o, O rr, X N A 0OD Z n Op N N �° Or+P O U ZO �X ° r,- rnr,y nz 44 �F °zim °mou o Nni� w • m 1 O z , ,Nr). In-. o N I ri° � � � -- .156„ � mm � a • °p? Nom K ° � ),- Otn A P Op n 2r•, � X 1_1/4" MIN. n � ° p r* o�" Z _, >0 w � a ° o m \ c EMBED. o oa n N ,, n> P 1 mN , � A Z AAm O '� ., ,, , X ' �,.. to C ? m ' e el 11 N _ � cA n> „ ,,. n A • tnnc a - n IND A Z n Z = Io/ //// /r///rrr. O ra p X Z omA , v n- nVX � I uz - N F D A O .2 — La Z E � m � N A '� mm r X FT rn 2 7/4” � 'f .... 1 -1/4" MIN. ' F MAX. 1/4" MAX. � EMBED. P 1 -3/8" MIN. �. EMBED. Fi l Y A PRODUCT: Document. Prepared By r I• - N G � BUILDING CONSULTANTS, INC. Io m , \ STRUCTURAL BEAM MULLION ,/\,�P .o. Box 230 valr;ce R 5.3595 • Ne.J E17.659.9107 R V O -1 ° PART OR ASSEMBLY: Florida Beard e el Pr •canal Engineer* I ° - N N w e NO, DATE BY 2728 MULLION ANCHOR c.nr000 or Aumorl : mmn Ne. 9831 REVISIONS DETAILS & SECTION DETWLS ..1 Lyndon F. Schmidt, P.E. No ♦.3409 rs 2 009 a., gv,LOINO CON evLTArNTe INC. Ate`° CERT IFICATE O F LIABILITY INSURANCE DATE (MM /DD/YYYY) 02/19/10 PRODUCER 1 -404- 995 -3000 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Marsh USA, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR homedepot.certrequest@marsh.com ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Two Alliance Center, 3560 Lenox Road, Suite 2400 Atlanta, GA 30326 Fax (212) 948 -0902 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Steadfast Ins Co 26387 THD At -Home Services, Inc. d /b /a The Home Depot At -Home Services INSURER B: Illinois Natl Ins Co 23817 3200 Cobb Galleria Parkway INSURER C: Suite 200 Atlanta, GA 30339 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR IADD'L POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR NSRD TYPE OF INSURANCE DATE (MM/DD/YYYY) DATE (MM /DD/YYYY) A GENERAL LIABILITY GL04887714 -00 03/01/10 03/01/11 EACH OCCURRENCE $ 4,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence) $ 1,000,000 CLAIMS MADE X OCCUR MED EXP (Any one person) _ $ EXCLUDED PERSONAL & ADV INJURY $ 4,000,000 GENERAL AGGREGATE $ 4,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 4,000,000 PRO- X I POLICY JETT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON -OWNED AUTOS (Per accident) PROPERTY DAMAGE (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS / UMBRELLA LIABILITY EACH OCCURRENCE _ $ ■ OCCUR CLAIMS MADE AGGREGATE $ ■ DEDUCTIBLE RETENTION $ $ B WORKERS COMPENSATION WCO20342357 (FL) 03/01/10 03/01/11 x WCST ATU- OTH- AND EMPLOYERS' LIABILITY Y / N TORY LIMITS ER ANY PROPRIETOR /PARTNER /EXECUTIVE E 1,000,000 OFFICER /MEMBER EXCLUDED? N EACH ACCIDENT $ (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS BOYSIE GANGA RAMDIAL - CRC046858 BRENT PERKEY - CBC1256184 BOYD A LIPHAM - CCC1325818 EDWARD LYNN GUILLORY - CGC1507093 QUINN M ROBERTS- CCCO58327 MICHAEL JAMES HOLEVA - CCC1325540 BRIAN LEE DAULT - CCC1326270 TIMOTHY DALE BOLING - CRC1327831 WORKERS COMPENSATION IS COVERED IN THE STATE OF FLORIDA • CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION ZEPHRYHILLS DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR BUILDING DEPT. 5335 EIGHTH STREET REPRESENTATIVES. ZEPHRYHILLS, FL 33540 USA AUTHORIZED REPRESENTATIVE ���hY#s. ACORD 25 (2009/01) Jthornton_hd © 1988 -2009 ACORD CORPORATION. All rights reserved. 14492241 The ACORD name and logo are registered marks of ACORD ADDITIONAL INFORMATION DATE (MM,DD/VY) 02/19/10 PRODUCED COMPANIES AFFORDING COVERAGE Marsh USA, Inc. COMPANYF homedepot.certrequest®marsh.com COMPANYG Two Alliance Center, 3560 Lenox Road, Suite 2400 Atlanta, GA 30326 INSURED COMPANY H THD At -Home Services, Inc. d /b /a The Home Depot At -Home Services 3200 Cobb Galleria Parkway Suite 200 Atlanta, GA 30339 TEXT ** *HOME DEPOT INSUREDS * ** Home Depot U.S.A., The Home Depot, Inc. Entity List Chem -Dry Limited Harris Research, Inc. HD Direct LLC Home Depot Installation Services, Inc. Home Depot USA, Inc. DBA The Home Depot THD At Home Services, Inc. DBA The Home Depot At -Home Services THD At -Home Services, Inc. The Home Depot, Inc. The Home Depot, Inc. Home Depot USA, Inc. Your Other Warehouse, LLC The Home Depot Bath Remodeling, Inc. CERTIFRCA1'E 1OLDER LEPHRYHILLS 3UILDING DEPT. 5335 EIGHTH STREET LEPHRYHILLS, FL 33540 USA MARSH USA INC.BY Page 2