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HomeMy WebLinkAbout18-19934 CITY OF ZEPHYRHILLS 5335 -8TH STREET (813)780-0020 9934 BUILDING PERMIT PERMIT-INFORMATION LOCATION'lNFORMATION- Permit Number: 19934 Address: 7907 KAY MARIE AVE LOT 356 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: GRAND HORIZONS Est. Value: Parcel Number: 34-25-21-0180-00000-3560 Improv. Cost: 9,850.00 OWNER INFORMATION Date Issued: 7/13/2018 Name: DOUGLAS GARY &CORNELL-DOUISLAS F Total Fees: 135.00 Address: 7907 KAY MARIE AVE Amount Paid: 135.00 ZEPHYRHILLS FL 33541-7719 Date Paid: 7/13/2018 Phone: (813)395-6103 Work Desc: INSTALLATION CARPORT 24 X 18 W CONCRETE DRIVEWAY CONTRACTORS APPLICATION FEES SUN STATE ALUMINUM INC BUILDING FEE 135.00 Ins ections Required FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILIN 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: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe 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. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONT OR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER B13-780-0020 City of Zephyrhilis Permit Application Fax-1313-780-0021 Building Department (f Date Received Phone Contact for Permitting Owners Name CJ' n / Q Owner Phone Number Owners Address / lam( Qr! ��• " �(S Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS /J/D LOT# J�� SUBDIVISION /�lHly d r�zdhs PARCEL ID# 3 y--�5 (W- — -3s&C) (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK BUILDING SIZE I '2)'�(k169 SQ FOOTAGE= HEIGHT -r^r . . . . . r^r•f-. . . . . . r-rr�-t�r-rrrrrm-e^err•r�rr•rye-rr�r•o•r. . . . rr-r-rr-r• BUILDING $ g S-0 OD VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION v =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 1W l ... .-. .. ..' 'P�,/^-G- L•-,•..--...-�I . .�. .-. . .-. . .--rm5.'-. .. .--. .�4.. . . . . �. .. BUILDER //Y{� / � s ��MPANY �-� 1�j SIGNATURE / J REGISTERED Y/ N FEE CURRE� Y/N ��11 Address Set � /42 License# (J Q ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Ly!N Address License# C MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y!N Address License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111IIIIIIIIIIIIIIIIIIIIIII RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stonnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsliarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten.(10)working days after submittal dale. Required onsite,Construction Plans,Stonnwater Plans w/Silt Fence Installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""'PROPERTY SURVEY required for all NEW construction. ditections:IaF-i•-1-1•-6-1-i-6-4-I-W-�-I.4-1-1-1-1--F-F-I-1-1--1-i-1�1-[-l-t-t--I-I--0-L-1•-�I-E-1-t•.1-1-1�-1�1�!•d-4.E=I--�1-6-L-6.-i-8� Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) 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 (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PloYSurvey/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 FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to r affirmed)before me this Subscribed and sworn to(or affirm d)before me this by by Who islare personally known to me or has/have produced Who is/are personally known to me or has/have produced as identification. as Identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped EgS-1 rN f � a Id- - 1 tea ' a r ' a 1=s 14 r. t i t i = IND WORK ##�nm LL COMPLY WITH PREVAILING M 14ES FLO, BUILDING CODE IONA,t CTRi OOC9E, THE I - OF ZSPI'iYRHILLS i RDINAN VIEW DATE OF ZEPH�YRHLLS N EXAMINER t`f 2 Ltd i APPROVALAPPLWYMONJ FOR OF )-'.X11RNAL ARCI1tT1'�" i IR—AL OR irANDSCAJ21-NIG IMPROVEMENT AETERINI'PON. ADDITION. DELETIC)�J OR R1_1'tMR . t3rt�;: 23 �008 .I.�S: �r�bi'��iee:.tE�ra1 �r�a� 1.ap7;1�;:�rEs�1�7a. �'�?tlarrr�it►-c.L�;���'9 1 i:'►F91: 1.� . I , 4. i1i3ry 1;22t Ll6s ?s �ssadra "z"oyi?ell„ p*Lts33 r E.i 7 E' ` 356 -- - -- ' A�1411$, 55 90 Rorie Ave,. :abyrLi.?4 a, 33541 - -- KLf,'P*UP-,ST F(-)M., A Pr slimirias' .I�s r °�a 1 �t �3)Aw6vs) is ii� sEr`r �.T:�a�tt d �mm -iu� ' of It -d txi� �! •r4.sl0 ditQM-Is*110ti(ln r repair as 3 .FA q00#C CappYr-V411- fPr r49 ad iF-..Qn Of aU ,5'X '94, Carport to the left ,51 va r exiztizag 24,x 24, garage, Tbda w�,14 algm Inc-lade ad 129 x 57, at.-tozate drIvewoy to be a0ded, Thlo *mill 3 eaive.# grasay ar04- E 0twemn the Awe w2d ezz3a ug dri'vewaya iz a Itlagp*1e and magnol#460 ' rev. 1'l3la:i arc Sit1 hud: Tie" X \o 1 `-,Plcas print rtJI11c: 9SU 1 DPu t%p San_dro 4 Cowne1a-*.t'ouglag Step One — New Concrete Driveway Step Two — New Aluminum Carport 28' 12 28 1�. 12 V9k 12 6 22 12 iC VISA 12! 22 Q� 2i3 2� 20 28 . 2,2 7907 Kay Marie Ave a .16 v 7907 Ka Marie Ave. Lot 356 Lot 356 34 4b 3a f 40 26 z6 z� z G z6 In 26 26 24 24 24 a Ct 24 24 i'� 24 24 24 57 N 1 24 24 a.Coyncre e' k ', ,; ... Existing s�i., Existing s;'..rq, ;,,: ;Dt'iVeW�y Driveway Driveway 36 36 ? 36 36 I 12 Sidewalk 24 Sidewalk - 24 -- of 14 FBC Plans 2018110097 'Iorida16272 $t Engineering .':lingAbiottStation0 0.00 Unit 101phyrhills,F1 3354 DS: 0.00 IT: 0.00 Permit No. ParcellDNo_ 06/29/26i6 D. B., WY Clerk NOTICE OF COMMENCEMENT State of County'of THE UNDERSIGNED hereby gives notice thj I Improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes, ' the following information is provided In this NiIce of Commencement:. 3, - 1. Description of Property: Parcel Id tfication No. 3y-`? "07 - O/�Q - GCI6Uv Street Address: TY1 cl vi 2. General Description of Improvem 3. Owner Information or Lessee infam ation if the Lessee contracted for the Improvement: 50 CALQX�JSQ 0 /� ��V a e ` r7 �r l/\ tic �3JY( Address City State Interest In Property: yi.,O r ' Name of Fee Simple Titleholder: (I different from Owner listed above) Address City State 4. Contractor. Lo 1SI a Address ` City V State Contractor's Telephone N. V 5. Surety: Name Address -PRULA S.O'NEIL,Ph.O.PRSCO CLERK 4 COMPTROLLER State Amount of Bond: i 06OR 8K 1�' 3�m PG 21L 6. Lender. OR BK 49 Name Address City State Lenders Telephone No.: 7. Persons within the State of Florid designated by the owner upon whom notice&or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Ste es: Name Address City Stale Telephone Number of Designated Pe Eson: 8. In addition to himself,the owner deal inates of to receive a copy of the Liences Notice as provided In Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Enti y Designated by Owner. 9. Expiration date of Notice of Comma ant(the eViretion date may not be before the completion of construction and final payment to the contractor,but will be one year from te data of recording unless a different date is specified): WARNING TO OWNER: ANY PAY AENTS MADE-BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE ' CONSIDERED IMPROPER I RIMPROVEMENTS S UNDER CHAPTER ECnANTICOE AND CAN OFCOM NERESULTNYOURPAYING TWI O TOYO1R PROPRTY MNCEM MUST BE RECORDED AND POSTED ON THI JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTC ZNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare th I have read the foregoing notice of commencement and that the fads stated therein are true to the best of my knowledge and belief. STATE OF FLORIDA COUNTY OF PASCO Signature of Owner or Lessee,or Owners orlLessebs Authotiled Offieer/D.redor/Partne ft?,pager ©�A)6'/-' S/ Signa!po '•/ sTRWOffice ,t �q ,/�! //•I T foregoing Instrument was acknowledged b ore me lftse&day of , N9_,20 dby. IJ (type of authority,e.g.,officer,trustee,attorney In fad)for (name rty on behalf of whhorn g enl/Iwas/�Axecu�t}ep,). Personally Known E3 Qt3 Produced 1 ntifieall ,.Notary Signs � �fVW ter /IllY Type of Identification Produced �,-..Name(Print) �.�4)'PLD�,c.� K. /� /y'rt� „,"•, SNINDENKDELCOTM j 0 'IN�yo"Pok•fb of fk a Caleak"I FF i10{1 comm.[Oka Ja {;6'0. 6*do"TUAN"MdNMA"wpdatalbos)na0cecommencementycO53048 Fy . � '��o�'�:, , C•'j� STATE T CERTIIFYYHA O �T ® � THIS IS O HE FOREGOING IS A C� TRUE AND CORRECT COPY OF THE DOCUMENT :l ON FILE OR OF PUBLIC RECORD IN THIS OFFICE -" WITNESS MY HAND AND OFFICIAL SEAL THIS �r v�rw�rrusr DAY OF 7 2 PAULA S. O N & MPTROLLER BY DEPUTY CLERK City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: 1 Date Received: z 0 -~! 8 Site: I, Permit Type: F' A�/ Z1x Yp 9 Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall e kept with the permit and/or plans. 2 4 /f Kalvin Switzer— s Examiner Date Contractor and/or Homeowner (Required when comments are present) S.M.B. DEPTH S.M.H. WEB TUBE WALL CORROSION RESISTANT UPLIFT I HEREBY CERTIFY THAT I HAVE REVIEWED 'H' WALL 'T' 'N' SIZE CAPACITY THIS PLAN AND FOUND IT TO BE IN , COMPLIANCE WITH ASCE 7-10 AND FBC 6TH • _ 4' 4 ' .06' (2) 3/8 BOLTS, NUTS, WASHERS 1 720 LBS EDITION RESIDENTIAL"AND EXISTING 12"APPROX 5' .050' .06' (2) 3/8' BOLTS, NUTS, WASHERS 2550 LBS __ EXI$_�/NG RO ,...-RECOMMEND INSTALLED 7• .055' ALUMINUM 050' 6BUILDING .06' (3) 3/8' BOLTS, NITS WASHERS 3 500 LBS UNDER DRIP EDGE 7• .055' .09' (3) 3/8' BOLTS, NITS WASHERS 3,600 _ LBS �{{ s _ I1 / _ I►/ 7' .055' .125' (3) 3/8' BOLTS, NUTS, WASHERS 4,500 LBS +h B '1/ ___________________ I ALUMINUM FLASHING 8• .072' (4) 3/8' BOLTS NUTS, WASHERS 5,500 LBS ® I/\ I ATTACHED W/#8 X 3/4" 8' .072' .09' (4) 3/8' BOLTS, NUTS, ��WASHERS 7,000 LBS ••® ®••°•• II \ TEK SCREW AT 12"O.C. .072' .125' (4) 3/8' BOLTS NUTS, WASHERS 7 iO.'�\G "� y .072' .06' (4) 3/8' BOLTS NUTS, WASHERS 7000 LBS" j I L "'.. 9• .072' (4) 3/8' BOLTS, NUTS, WASHERS 8,900 LB • 54 • 082' 125' (4) 3/8' BOLTS NUTS, WASHERS • I I OMPOSITE PANEL PAN ROOF • I I 092 .125' (4) 3/8' BOLTS NUTS, WASHERS : t • I NOTE, OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER s* O I I SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED 'TI' i I I FASTEN HEADER CHANNEL ° V. °�k�1 I W I TO BEAM W/(2)#10 X 1-1/2" ,n `� ••° f`( , \ • EDO I TEK SCREW AT 12"O.C. ���i�`�.°°39•°�••° �`` I = I ATTACH COMPOSITE PANEL TO HEADER X I O CHANNEL W/#10 X 3/4"TEK SCREW AND ER SEAL W g IL a. 1"0 NEOPRENE WASHER 8"O.C.AT BOTTOM I I Z)a (N)3/8"THRU BOLTS,WASHERS, ENGINEER OF RECORD: Q AND NUTS,CORROSION RESISTANT David W. Smith P.E. I I (SEE CHART) 2X SMB PER PLAN FLORIDA LICENSE NUMBER:53608 4TH WALL CONNECTIONS FASTEN COMPOSITE PANEL TO ALL BEAMS Thomas L. Hanson P.E. W/#10 TEK SCREW AND 1-1/4"0 NEOPRENE COMPOSITE COMPOSITE PANEL ROOF, POST AND BEAM WASHER AT 8"O.C.(USE SCREW LENGTH EQUAL rPANEL ROOF FLORIDA LICENSE NUMBER:38654 TO COMPOSITE PANEL THICKNESS PLUS 1"MIN.) Mark Ronald Dunn,Jr. P.E. ATTACH ALUMINUM BEAM TO WOOD • FLORIDA LICENSE NUMBER:73968 WALL WITH 1-3/4"X 1-3/4"X.060 MIN. 2"X H"SMB INTERNAL OR EXTERNAL U CHANNEL T • Joel Falardeau P.E. _ -,.f . ,<y• / (N)3/8"THRUBOLTS,-JI 2X SMB PER PLAN FLORIDA LICENSE NUMBER:70667 WASHERS,AND NUTS, I 2X SMB PER PLAN I. ALUMINUM COLUMN OR CORROSION RESISTANT, ALUMINUM POST PER PLAN Erik Stuart P.E. FASTEN INTERNAL OR WOOD WALL STRUCTURAL TYPICAL(SEE CHART) FLORIDA LICENSE NUMBER:77605 O EXTERNAL CHANNEL TO MEMBER PER PLANV' . RECEIVING "X 3"KNEE BRACE FASTEN RECEIVING CHANNEL 2 STRUCTURAL WALL MEMBER 4"X 24")-45°MIN. COMPOSITE ROOF, POST AND BEAM CONNECTION TO SMB W/#10X3/4"TEK WITH 1/4"0 X 2"LAG SCREW, WHEN CONNECTING KNEE FBC PIa115 8Z EI1gII1@er1IIg IJ SCREW,1 SCREW PER INCH LL 1 PER 2 INCHES OF BEAM BRACE TO A WOOD WALL KNEE BRACE TO Services, Inc. " OF BEAM HEIGHT STAGGERED, Q HEIGHT STRUCTURAL MEMBERBEAM WITH.060 6272 Abbott Station Drive Unit 101 BOTH SIDES FASTEN RECEIVING CHANNEL • CHANNEL OR Zephyrhills,fl.33542 W/(3)1/4"0 X 2"LAG SCREWLATE.FASTEN BEAM TO WOOD WALL CONNECTION Phone:(813)788-5314 W/1"MIN.SPACINGX 3/4"TEK SCREW AT EACH CONNECTION POINT Fax:1-(866)-824-7894 Website:www.fbcplans.com KNEE BRACE CONNECTION C.O.A.-#29054 TOP VIEW DATE:06/15/2018 (1)1/2"0 LDT CONCRETE SCREW _____ NOTE: 12"#5 REBAR ¢U REVISION: WITH 2-3/4"EMBEDMENT MINIMUM EMBEDMENT OF ANCHORS INTO ?a (MIN.EDGE DISTANCE 3") jlCONCRETE FOOTING SHALL BE 2-3/4"AT ALL 6"EMBEDMENT AND EPDXY �S" TH O RO 1 PER OUTER FLANGE �?Yp INTO EXISTING SLAB WI POST LOCATIONS.ALL SCREW LENGTHS AT z m Al Q POST CONNECTIONS SHALL BE OF SUFFICIENT 6"INTO NEW SLAB,6"FROM v R0 2 LENGTH FOR REQUIRED EMBEDMENT INTO EDGES AND 48"O.C.MAX. Cl) CONCRETE WHEN A PAVER DECK IS PRESENT. RO 3 (2)3/8"0 MACHINE BOLTS A rAUM.SQUARE COLUMN/POST + -.•• R0 4 WITH WASHERS OR 2"X 2"X 0.125"ANGLE EXTERNAL (4)#14 X 3/4"SMS EACH SIDE I OR EQUIVALENT POST BASE JOB NAME &ADDRESS: (1)1/2"0 LDT CONCRETE SCREW OPTION#2: CONCRETE ATTACHMENT DETAIL DOUGLAS WITH 2-3/4"EMBEDMENT FOR INTERNAL FASTENING(4)318"0 7907 KAY MARIE AVENUE (MIN.EDGE DISTANCE 3") CONCRETE SCREW WITH 2-3/4"EMBEDMENT ZEPHYRHILLS,FL 33541 PER OUTER FLANGE (MIN.EDGE DISTANCE 3"AND MIN.SPACING 2") a CONTRACTOR: SUNSTATE ALUMINUM :a a. a" g" (1)#5 REBAR FRONT VIEW CONTINUOUS ALUMINUM CARPORT POST CONNECTION DETAIL CARPORT FOOTER DETAILS I HEREBY CERTIFY THAT I HAVE REVIEWED EXISTING THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND FBC 6TH MANUFACTURED HOME EDITION RESIDENTIAL AND EXISTING BUILDING 10' 18 24' • 2X9 SMB 4TH WALL Q�® S ...•4') f I ' • 5 • b � I " 111 Y s i � I+ N I ►- 1 !' • E Or ; i it PROPOSED I 1 h W O 4"CONCRETE SLAB V V5 °• �� l ° `L EXISTING O . • � °° • •o °�° o'er W/8"X8"FOOTER FOR CARPORT I I+`5+ i 2X3 KNEE BRACE WOOD FRAME i 2X9 SMB 24"X 24"-45"MIN. GARAGE I ENGINE'L'if WW CORD TYPICAL OF 2 PROPOSED PROPOSED II David W. Smith P.E. 3"X.024"COMPOSITE CARPORT 12"#5 REBAR, I FLORIDA LICENSE NUMBER:53608 PANEL ROOF I 6"EMBEDMENT AND EPOXY©48" FL 7561 OR EQUIV. I I ( w I O.C.MAX.AND 6"FROM EDGES Thomas L. Hanson P.E. I 1 I 1 z w Q 1 I FLORIDA LICENSE NUMBER:38654 Mark Ronald Dunn, Jr. P.E. 2X9 SMB -- __-__-__-__ __ FLORIDA LICENSE NUMBER:73968 I- — —— — — — — — — Joel Falardeau P.E. PROPOSED EXISTING i FLORIDA LICENSE NUMBER:70667 4"CONCRETE SLAB CONCRETE DRIVEWAY SLAB FOR DRIVEWAY Erik stuart P.E. in FLORIDA LICENSE NUMBER:77605 r> FBC Plans&Engineering PROPOSED EXISTING Services,Inc. DRIVEWAY CONCRETE DRIVEWAY SLAB 6272 Abbott Station Drive Unit 101 Phone:(81 fl.33542 IL-. Phone:(813)788-5314 Fax:1-(866)-824-7894 EXISTING Email:erb@fbcplans.com SIDEWALK Website:www.fbcplans.com ----------------- --------------- C.O.A.-#29054 12' DATE:06/15/2018 PLAN VIEW DRAWN BY:DENNIS W.DUNN PROPOSED 3"X.024"COMPOSITE PANEL ROOF REVISION: DATE: FL 7561 OR EQUIV. RO 1 PROPOSED 3"X.024"COMPOSITE PANEL ROOF ,_^_- RO 2 2X9SMB FL 7561 OR EQUIV. R0 2X9 SMB 2X9 SMB 4 EXISTING I JOB NAME&ADDRESS: 2X9 SMB EXIST. N .n EXIST. N WOOD GARAFRAME DOUGLAS MFD. X PROPOSED - fn MFD. 7907 KAY MARIE AVENUE °' HOME ih CARPORT X X u' w HOME ? X PROPOSED x CARPORT I PROPOSED ZEPHYRHILLS,FL 33541 X -�-- --_---���� DRIVEWAY 4"CONCRETE SLAB W/8"X8"FOOTER 4"CONCRETE SLAB 4"CONCRETE SLAB EXSITNG EXISTING CONCRETE DRIVEWAY SLAB CONTRACTOR: W/8"X8"FOOTER SIDEWALK 24' 33' 12 SUNSTATE ALUMINUM 57' 10' 18' 24' PLANS & ELEVATIONS SIDE ELEVATION FRONT ELEVATION 1 OF 1 I HEREBY CERTIFY THAT I HAVE REVIEWED General Notes THIS PLAN AND FOUND IT TO BE IN A.CONCRETE&FOUNDATION DESIGN: 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR COMPLIANCE WITH ASCE 7-10 AND FBC 6TH BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED EDITION RESIDENTIAL AND EXISTING 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. BUILDING PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL ' MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT ms,I� a•°•"°•ma 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO •° t •a CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280.105,(a) • ��S E APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. ROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY « `a IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN TU OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35',AND,SO THAT 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED.A CARPORT i a T TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE.NON-HABITABLE • REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME BE APPLIED IN CONDITIONS ACCEPTABLE TO SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT s • • R' STRUCTURE.NO WOOD FRAME STRUCTURE MAY BE BUILT MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE DOOR WAS LOCATED AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS • ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED. • THE REQUIREMENTS OF HUD 3280.105. SOIL FOR WOOD DESTROYING ORGANISMS. e.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR A •• 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 ••c ®¢ a•` 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES MV L 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL FOR USE WITH ACQ PRESSURE TREATED WOOD,OR BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. OTHERWISE NOTED ON PLANS. CARPORT, CONCRETE 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS David W. Smith P.E. FOLLOWING: G-185. DESIGN DATA: OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL FLORIDA LICENSE NUMBER:53608 AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 1. ULTIMATE DESIGN WIND SPEED Vult(3 SECOND GU 130 MPH 3/4". UNLESS NOTED OTHER WISE. ST) AIR ENTRAINING+/-1%-ASTM C 260. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH Thomas L. Hanson P.E. WATER REDUCING AGENT-ASTM C 494. E.REFERENCE STANDARDS: 2. RISK CATEGORY: I CLEAN POTABLE WATER ASTM E 119 3. WIND EXPOSURE: B FLORIDA LICENSE NUMBER:38654 OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E1300 1300 4. INTERNAL COEFFICIENT: +/-0.0 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN ASCE 7-10 5. WIND LOADS: CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B Mark Ronald Dunn,Jr. P.E. ASTM C94 SOLID ROOF MWFRS 20 PSF 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM 0150 (MWFRS): FLORIDA LICENSE NUMBER:73968 RECOMMENDATIONS. 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM C33 6. FOUNDATIONS PER"A"OF GENERAL NOTES AND SITE SPECIFIC DETAIL ASTM CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM 260 VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C494 7. SOLID ROOF TYPE: 3"X48"COMPOSITE PANELS,FL 7561 OR EQUIV. E Joel Falardeau P.E. SPALLING OR OTHER DETERIORATION. ASTM A185 FLORIDA LICENSE NUMBER:70667 FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) B.MASONRY: 6TH EDITION 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON CURRENT ALUMINUM DESIGN MANUAL Erik Stuart P.E. TYPE M OR S MORTAR F.ABBREVIATIONS: FLORIDA LICENSE NUMBER:77605 2.ALL MORTAR SHALL BE OF TYPE M OR S. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT FBC Plans&Engineering MAXIMUM COARSE AGGREGATE SIZE OF 3/8". TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Services, Inc. REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 2.SIM--SIMILAR 6272 Abbott Station Drive Unit 101 HEIGHT. 3. UON--UNLESS OTHERWISE NOTED 4.CONT--CONTINUOUS HOLLOW SECTIONS Phone:(81,fl. 85 3 5.VIF--VERIFY IN FIELD Phone: 824-784 C.ALUMINUM: 2 x 2:--------------------------------------2"x 2"x 0.044" Fax:1-(866)-824-7894 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY: 3x2:---------------------------------------3"x 2"x 0.050" Website:www.fbcplans.com MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" C.O.A.-#29054 MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070" 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. 2 x 4:--------------------------------------2"x 4"x 0.050" DATE:06/15/2018 0.024"SHALL APPLY. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- 2 x 5:--------------------------------------2"x 5"x 0.050" DRAWN BY:DENNIS W.DUNN NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOROPEN BACK SECTIONS REVISION: DATE: ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CONDITIONS.H { 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 X 2:---------------------------------------1"x 2"x 0.040" FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE1 1 x 3: -- - MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, 1"x 3"x 0.045" RO INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE,6TH CONTRACTOR 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED RO 2 EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS RO 3 ALUMINUM). MANUFACTURER 2 x 2 Snap:----------------------------------2"x 2"x 0.045" 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A PRESSURE TREATED LUMBER PROVIDE DIELECTRIC LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 3 Snap:--------------------------------2"x 3"x 0.050" RO 4 SEPARATION. ENGINEERING PRACTICES. 2 x 4 Snap:---------------------------------2"x 4"x 0.045" 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF SELF MATING (SMB) JOB NAME &ADDRESS: USING#12 SPACING MAY BE 24"ON CENTER H.MISCELLANEOUS: 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" DOUGLAS SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" 7907 KAY MARIE AVENUE "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND WITHOUT A MANUFACTURER'S HOST BEAM. 2 x 6 SMB:--------------------- 2"x 6"x 0.050"x 0.120" SPEEDS EXCEED 75 MPH" .DECAL SHALL BE PLACED SO IT IS IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" ZEPHYRHILLS,FL 33541 VISIBLE WHEN PANEL IS INSTALLED. SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL D.FASTENERS: LOADING IS PLACED ON THE MANUFACTURED HOME. 2 X 8 SMB:--------------------- 2"x 8"x 0.072"x 0.224" 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" 30018-8,WITH STANDARD FLAT WASHER UNLESS ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------ 2"x 10"x 0.092"x 0.374" MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE CONTRACTOR: TREATED WOOD. R 4501.17 IN ITS ENTIRETY. WITH ACQ PRESSURE DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD 3• FLAT WASHERS AND NUTS. CONTRACTOR SUNSTATE ALUMINUM 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, 4.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. HAVE ENSURE BONDING AGENT IS USED FIRST 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE FIRST. HOT DIPPED GALVANIZED. ENGINEERS NOTES