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HomeMy WebLinkAbout19-20647 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20647 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20647 Address: 5215 RIDGE ST Permit Type: RE-ROOF ZEPHYRHILLS, FL. Class of Work: ROOF REPLACEMENT Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: SHAW LAKE RIDGE Est. Value: Parcel Number: 10-26-21-0040-00300-0051 Improv. Cost: 7,000.00 OWNER INFORMATION Date Issued: 1/07/2019 Name: WYSZYNSKI MARY Total Fees: 112.50 Address: 5215 RIDGE ST Amount Paid: 112.50 ZEPHYRHILLS, FL. 33542-5484 Date Paid: 1/07/2019 Phone: (813)788-9977 Work Desc: REROOF OVER ALUMINUMN STRUCTURE CONTRACTORS l APPLICATION FEES BAILEY CONTRACTING LLC REROOF RESIDENTIAL 112.50 i t 1� I Ins ections Required DRY IN ROOF IN P TAPE JOINTS ROOF INSP FINAL 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. ONT C OR SIG AT E PERMIT OFFI R j PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 o Building Department Date Received • 'Z� -�( Phone Contact for Permitting O �-� ?77 _ 73 P,)— Owner's Name Q/ 1 G Z ST 1/�S! �^ Owner Phone Number Owner's Address G rot�� � - Owner Phone Number Owner Phone Number JOB ADDRESS :�Z /J7 / r e_ ST LOT# SUBDIVISION' aw 4 �/4 PARCEL ID# �U'�G —.2 J (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT = SIGN = DEMOLISH B• INSTALL B REPAIR PROPOSED USE Q SFR Q COMM OTHER I AJL.,01A1"1Ur1Z_ TYPE OF CONSTRUCTION = BLOCK r.0 FRAME = STEEL DESCRIPTION OF WORK BUILDING SIZE SQ FOOTAGE � HEIGHT =BUILDING $10O0_D v VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ /, AMP SERVICE = DUKE ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER �,� f/ d-� COMPANY SIGNATURE � // REGISTERED Y/ N FEE CURREN Y/N Address l� �i/G - License# cS� ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LY±N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,_ Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsAarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stonmwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. """"PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC 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 n �SerIce Upgrades A/C Fences(Plot/Survey/Footage) ,n as�.r,,, Driveways-Not over pCountedff`on!p"dbfioroadways.ige'1 ds7ROW Bwry"•�v�P:i r:., "'.yF',•.�1,d..aa..•M.xh�,S,t�:,�'� f..' g mnno•{+ gv..`4i vR e/ � pp `` i. , i 'O+s�v1'' i�'�.l`.. .'•`..`o-'"-'•�1.�t)�J''�31 .1•J yr� °m''e^�vh1 ls`&1'H{.d1'I•dy,�tU dil>r.,('� P.t (` 1' ,P ,�$5'Yl� NOTICE OF DEED : The undersigned understands that this permit may bo subjectto"deed"restrictionsIv which may bm more restrictive than County regulations. The undersigned assumes responsibility forwith 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 {ovv both the owner and contractor may be cited for o misdemeanor violation under state law. If the owner or intended contractor are uncertain as to whet licensing requirements may apply for the intended work, they are advised 0o contact the Pasco County Building Inspection Division—Licensing Section ad727-847- 8009. Fudhermone, if the owner has hired o contractor or uontnaotoro, 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 inPasco County. TRANSPORTATION U@%PACT/UTUL0[KESIMPACT 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, orexpa0aionof existing buildings, amapeoifiadinPomoo ��ounb/`��pdinancenunmbar8B-Q7and 90-07. as amended. The undersigned also Understands, that such fees, as,nnoy'be due, vvi|| ba identified sd the time of permitting. !tie further understood that Transportation Impact Faao and Resource Recovery Fees must be paid prior to receiving o "certificate of occupancy" or final power release. K the project domohmdinxo|vmamertifioabaofoocuponoywr final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco CountyVVober/Sexmer Impact fees are due, they must bepaid prior bo permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, asmnmended): |f valuation of work io $2.5OD.00ormore, | certify that [ the applicant, have bean 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"ovvner'. | certify that |"have obtained a copy mfthe above described document and promise in good faith to deliver itbo the^mvvnmr"prior bocommencement. CONTRACTOR'S/OWN ER°S AFFIDAVIT: | certify that all the information in this application is accurate and -that all work will bm done inom�nu|ian�em�h,oU o �pp|iob|e |avve regulating cmnm�uutian. zoning and land daexa|mpment. Application is hereby made to obtain m permit to do work and installation as indicated. | certify-that no work or installation has commenced prior to issuance of permit and that all work will be performed to meet mton6rdo of all |avvo regulating construction, County and City codes, zoning noQu|aUonm. and'land development moQu|aUonn in the jurisdiction. | also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility bo identify what actions I must take tobmincompliance. Such agencies include but are not limited to: - Department ofEnvironmental Protection-Cypress Bayheade, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida VVotmr Management District-Wells, Cypress Bmyhaade, VVai|ond Areas, Altering VVebercxunaea. - Army Corps of Engineero-SsmwaUo. Docks, Navigable Waterways. - Department of Health & Rehabilitative Sen/|mso/Env|ronmentu| Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation AuUlohb+Runvxo | understand that the following restrictions apply the use offill: ' - Use of fill in not allowed |n Flood Zone^V~unless oxpreom|ypmrmittmd. - If the fill material is to be used in Flood Zone "A^, it is understood that o drainage b|on addressing a "compensating volume" will be submitted at time of �eimitt|ng which is prepared by professional engineer licensed bv the State mfFlorida. - If the fill,material is to be used in Flood Zone "A" in connection with o permitted building uaUnQ stem vvaU construction, I certify that fill will be used only t#fill the area within the stem wall. - If fill mohaho| is to be used in any area, | 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 bv fill, on engineered drainage plan iorequired. If|annthe 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. | understand that a separate pmnnd may be required for electrical vvmrk, p|umbing, aiQna, meUa, poo|o, air condition|n0, gao, or other installations not specifically included in the application. A permit issued shall be construed bobma license bo proceed with the work and not ao authority to violate, cancel, alter, mr set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring m correction of'errors in plans, omnntnuoUmnorvio|aUoneof any«x�dem. Every penn�issued shaUb�ommne|nvaUd un|aoa 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 maqueoted, in writ|ng, from the Building Official for g period not boexceed ninety (80) doyo 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. .--_--,-_n alLy k9own to me or has/have produced WHO onA known to me or hasihave produced Notary Public Notary Public Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped We ofBWda SWe of Rodde � ���� cow"MW GG 69709 110XIMMUMAIX61369700 } 5 Bailey Contracting 4209 Gall Blvd. Zephyrhills,FL 33542 813-377-7395 Date: Ja !6 Completed by: Joel Bailey---Owner CBC 1256187 Customer-:fir.; GcJss �T,vs K Address: r,;2? e -I�f: Project consists of rt`jll�,/yrr'AZkt5 I,(J oY1G`fPri41� r'�✓ ��E�P� ------ Total = 7,©0o e Upon Acceptance payments will-be made : r0 a down.fo/r / t4. �f -Date: Contractor: ' A1x1- _tA�1xo4Date:` Customer: %V"- /� - . I IIIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII r 20182/1'0144 �f *�,,� ,�1 , Permit No. Parcel ID No / `�' Z�— CAD /O ,-Qg,�(o^ ©v�i / / NOTICE OF COMMENCEMENT State of F!1 f f r!1 County of THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and in accordance with Chapter713,Florida Statutes, the following Information is pr9yided in this Notice Qf Coinmoncemenk 1. Description of Property, Parcel Identification No. Street Address: +� �f� R r7c,7 2. General Description of Improvement.Ale r�4.64 t �/� [91✓ C✓ 3. Owner information or Lessee Information it the Lessee contracted for the improvement am Address `T- city T State L Interest in Property: ✓ .0 AJ�'r Name of Fee Simple Titleholder. (If different from Owner listed above) Address r City State 4. Contraetar. 1 � 1' 71,C6-,jr'y1iAS 1EIL Address city I State Contractor (j s Telephone No.: 3 E7 7 Z3 2__<L 5. Surely: Name Address City State Amount of Bond:$ Telephone No.: 6. Lender. Name Rcpt.:2013784 Rec: 10.00 ,address DS: 0.00 I T: 0.00 Lender's Telephone No.: 12/17/2018 M. F. , Dpty Clerk 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes: Name Address PAULA S O'NEIL;Ph.D.PASCO CLERK B COMPTROLL6 Telephone Number of Designated Person: 12/17/2018 OR BK PG 1 : m �5 Of I 8. In addition to himself,the ogmerei dgn@tes p1 171 to receive a copy of the Llenoes Notice as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner. 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to(he contractor,but will be one year from the date of recording unless a different date Is specified): WARNING TO OWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penally of pedLv I declare that i have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. STATE OF FLORIDA i9 t COUNTY OF PASCO T/ Sig lure of OthTfir or Le or or Lessee's Authorized OtficeHDirector aMedM tier SlanatoWs Title/Office The foregoing instrument was admowledg�ed/ //fore_me this�day ofl�e e .20�yr as /_//_�hN✓�/ (type of au",e. .,officer,trustee,attorney in fad)for —/ (name gtgroAp a who strum t was executed). Personally Known[312B, Qg P uced Identification yG Notary Signature Type of Identification Produced Name( ' r,JZs2 —s—� -37-G'8a-o r 'OHN RAYMOND CANf'ErvtEK MY COMMISSION#FF216558 EXPIRES Apra 02.2019 u'W ih'+rra.tHo'a•YSCrrrc❑ot► L"'*^'V CITY OF ZEPHYRHILLS BUILDING DEPARTMENT Owner: rT U)if S s. Job Location/Address: i S'' f't�.�t Parcel I.D.#: JQ 2.(o ^ 1 0p 4 , C���. '00-67f SHOW ALL EXISTING&PROPOSED STRUCTURES GIVING DDAENSIONS&SETBACKS UTILITY BUILDINGS MUST SHOW SIZE&FOUNDATION INFORMATION • h R � M LO FRONT PROPERTF Im-TE. STRERT (NOTE EXAMPLES 1&2).. Example I. Setbacks for R1 &R2 Zoning Example 2. Setbacks for R3 Zoning j • 1Q , 10' P E 0 1 10 E NW 10 10 0 T 10' 14V S 1 14r E H D ti PROP= yp I-ERMEPAKY1 3a'DUPLEg BROH1'mpmy1m WITP➢OPWILM 9W -- - 7 - - - - -- - - Q ` FL�RIO_ (lsiy_ City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: 1 Z 2-4— Site: Permit Type: ��'�l✓� Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. JAN 0.6 2019 Kal ' Sw' er—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE -10, &FBC 6TH EDITION ROOF MAX SPAN O 13TH-150 TILT #10 X 3/4" FASTENERS W/ WASHER / SEAL HEAD N � " L 0 0 � E TYPE/DIMENSIONS' BETWEEN N SUPPORTSMG SEE FASTENER PATTERN .," •`•.° •°•• uiu • UP TO 150 MPH: �•+ • y 1 1/4"x12"x-024" 4, EXP. & (4) SCREWS PER PAN ® Q • A FL#116952 OR EQl1N. EXP. C: (5) SCREWS PER PAN �, 1� UP TO 150 MPH: ° A : v 3" X 12" X .024 " E XP. B. (4) SCREWS PER PAN °••e"L tZ'O V II H ALUMINUM PAN 9,_g EXP. C: (5) SCREWS PER PAN s°� '``� °4 •• C? �`ti FL # 16952 OR FAUN. UP TO 150 MPH: �Il1 1 EEI SEAL 3" X 12" X .030 , " EXP. B: (4) SCREWS PER PAN 12-0 ALUMINUM PAN E C: (5) SCREWS PER PAN ENGINEER OF RECORD FL # 16952 OR EQUIV. - David W. Smith P.E. PAN W/ INSULATION ROOF OVER SYSTEM DOUBLE WIDE MOBILE HOME OR HOUSE FOR #12X3/4": 3 SCREWS PER PAN IN EXPOSURE B FLORIDA LICENSE NUMBER:53608 4 SCREWS PER PAN IN EXPOSURE C Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 Mark Ronald Dunn, Jr. P.E. \ FLORIDA LICENSE NUMBER:73968 1-1/4" OR 3" RISER PAN ROOF Falardeau P.E. FASTEN W/ 10 X 2-1/2" HEX HD SCREWS \ Joel w 0 RAKE 5 D AT VALLEYS USE 24" COIL 4 PER PAN o 80111 �� FLORIDA LICENSE NUMBER:70667 AND 4' MAX BETWEEN PN+ BENT FOR 12" EA. SIDE, ATTACH Erik Stuart P.E. / TO ROOF W/ FLAT HEAD NAIL OR GUTTER OR I ' SCREW 24" O.C. PANS SHALL FLORIDA LICENSE NUMBER:77605 IA E GAP OVERLAP 10" MIN. N. TEKSOB" o.c. FBC Plans &Engineering asnio —j Services,Inc. ROOF OO G SHINGLES I 'l t P ' 6272 Abbott Station Drive Unit 101 DETAIL �t Zephyrhills,fl.33542 RISER PAN �! t Phone:(813)788-5314 MAY BE PLACED OVER / / 2" dl4 F ( 66)8247894 NO INSULATION SHINGLES IN GOOD 1 Email:erb@fbcplans.com CONDRION WITHOUT INSULATION BETWEEN OON SHIN ED Website:www.tbcplans.com VALLEYS C.O.A.-#29054 DATE: 12-19-18 1 -A ALTERNATE: - - REVISION: DATE: a uM /BAR FAs w t ox3 4�s MS RO 1 WHEN AN ADDITION IS ALUM RISER PANEL FASTEN W 10x3/4" N / FASTEN W/#10x3 4" \ SIDES or PAWS RO 2 ADJACENT TO HOST g �ytd PEERR ATyM Rrsot PAN R0 3 FASTENED W/ #10x3/4" 1 —B MAY BE USED AT EDGE TO EXTRUDED n \ R04 2"x4"x W TE I ki ANGLE 2" E P S.FOAM 2" EP S. ALUM. RIDGE BEAM FASTEN .#/, Z"x2"x 040 AWM 'Z' BAR 4• __ __- ' - =- _ PROJECT ADDRESS:` STRUCTURE 5215 RIDGE ST EXISTING RAFTER oR TRUSS STRUC URE ROOF STRUCTURE ZEPHYRHILLS FL \ RAFTER OR TRUSS / EXTRUDED ALUM. RIDE BEAM \ FASTEN w AWM "C" / �FRAFTER�W/##10 x�2 1/2" SMS cuPo4' o.c / CONTRACTOR: BAILEY CONTRACTING LLC DETAIL 1 -C ROOF-OVER "Z" DETAIL 1 -B Z BAR ATTACHMENTS DETAIL 1A CONNECTION DETAILS DO NOT SCALE S - 3- I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, &FBC 6TH EDITION 1�1�1lBldtlt J - ���J°•``\v �� � tea= ° 0 S-TAT.tn�y c. '� � r'S�N'�1b9\���4► Generalized Building Schematic q'V BFl SEAL 10-26-21-0040-00300-0051 ENGINEER OF RECORD Card: 001 David W. Smith P.E. FLORIDA LICENSE NUMBER:53608 1 Thomas L. Hanson P.E. 3 3 FLORIDA LICENSE NUMBER:38654 Mark Ronald Dunn, Jr. P.E. FLORIDA LICENSE NUMBER:73968 LI Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 __`_ Erik Stuart P.E. FLORIDA LICENSE NUMBER 77605 FBC Plans &Engineering Services,Inc. 32 6272 Abbott Station Drive Unit 101 { } Zephyrhills,fl.33542 4i Phone:(813)788-5314 Fax:Email:e8 o rb@fbcplans m 66)-824-7894 1 Website:www.fbcplans.com ll C.O.A.-#29054 DATE: 12-19-18 REVISION: DATE: RO 1 RO2 RO 3 RO4 PROJECT ADDRESS: WYSZYNSKI 5215 RIDGE ST ZEPHYRHILLS FL CONTRACTOR: BAILEY CONTRACTING LLC ROOFOVER PLAN&ELEVATIONS S- 2 I ' IHEREBYCERTIFYTHATi R.%E REVIEWED THIS PLAN AND FOUND IT TO E IN COMPLIANCE WITH ASCE 7-10, &FBC 6TH EDITION HOT DIPPED GALVANIZED. 4.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY General Notes S.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X CONTRACTOR A.CONCRETE&FOUNDATION DESIGN:BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.).5.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL LT S 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, ••• •• • PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT ENSURE BONDING AGENT IS USED FIRST. „ems S •• ••• /��.. 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR o MINIMUM,31/2'NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED « 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO OTHERWISE. �. •� Q 5360 APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER J J i IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN ALUMINUM ROOFOVER �' 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER - Q6 *I 'S • ftQ 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY +• 00 60(60 KS!MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO ;40 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE ''r® '� °�aY•f�nt8�®� '� BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED. DESIGN DATA: 7. SOIL BEAR PRES SURE PRSURE SHALL BE A MINIMUM OF 1500 PSF. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR 1. ULTIMATE DESIGN WIND SPEED Vult(3 SECOND GUST): 140 MPH ♦ ��I�Nark 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 NOMINAL DESIGN WIND SPEED Vasd: 110 MPH �'t"fl's' FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR 2. RISK CATEGORY: II PROFESSIONAL ENGINEER SEAL AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. 3. WIND EXPOSURE : B 3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. AIRENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS 4. INTERNAL COEFICIENT: +/-.18 ENGINEER OF RECORD WATER REDUCING AGENT-ASTM C 494. G-185. C&C DESIGNS WIND PRESSURES ARE PER ASCE 7-10 AND FBC 6th Edition CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL David W. Smith P.E. OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 4. THIS SHEET MUST BE ACCOMPANIED BY A SITE SPECIFIC DRAWING ON SHEET: S-2 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE. FLORIDA LICENSE NUMBER:53608 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN CONNECTION DETAILS ON: S-3 &/OR S-3B,AS NEEDED CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: ALL PAGES SIGNED&SEALED Thomas L. Hanson P.E. 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 RECOMMENDATIONS. ASTM E 1300 FLORIDA LICENSE NUMBER:38654 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASCE 7-16-16 5. 3"x 12"x.030 Aluminum Riser Pan-FL-22840 OR EQUIV. CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS,EXCESSIVE AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B Mark Ronald Jr. VISIBLY FREE OF ANY STRUCTURAL CRACKING, ASTM C94 Dunn, SPALLINGOR OTHER DETERIORATION. ASTM C940 P.E. B.MASONRY: ASTM C33 ASTM C260 FLORIDA LICENSE NUMBER:73968 I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C494 HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615 TYPEMORSMORTAR Joel Falardeau eau P.E. 2.ALL MORTAR SHALL BE OF TYPE M OR S. ASTM A185 FLORIDA BUILDING CODE FLORIDA LICENSE NUMBER:70667 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 6TO EDITION MAXIMUM COARSE AGGREGATE SIZE OF 3/8". CURRENT ALUMINUM UMINUM DESIGN MANUAL ALUMINUM STRUCTURAL MEMBERS 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING Erik Stuart P.E. REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: FLORIDA LICENSE NUMBER:77605 HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED HOLLOW SECTIONS TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 2 x 2:---------------------------------------2"x 2"x 0.044" FBC Plans &Engineering I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1.TYP-TYPICAL 3x2:---------------------------------------3"x 2"x 0.05 0" MINIMUM REQUIREMENTS OF 6005-TS FOR ALLOY WITH A 2•SIM--SIMILAR 2 x 3:---------------------------------------2"x 3"x 0.050" Services,Inc. MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3.UON--UNLESS OTHERWISE NOTED6272 4.CONT CONTINUOUS 2 x 3:---------------------------------------2"x 3"x 0.070" Abbott Station Drive Unit 101 2. WHEREKICK PLATES ARE USED A MINIMUM THICKNESS OF — Zephyrhills,fl.33542 0.024"SHALL APPLY. 5.VIF—VERIFY IN FIELD 2 x 4:---------------------------------------2"x 4"X 0.050" Phone:(813)788-5314 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- G.RESPONSIBILITY: 2 x 5:---------------------------------------2"x 5"x 0.050" Fax:1-(866)-824-7894 SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED Email:erb@fbcplans.com STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING Website:www.fbcplans.com ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CODES,LOCAL ORDINANCES,ETC. OPEN BACK SECTIONS C.O.A.-#29054 FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN 1 X 2:----------------------------------------1"x 2"X 0.040" INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 6TH DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 1 x 3:----------------------------------------1"x 3"x 0.045" DATE: 12-19-18 EDITION CONDITIONS. 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR T 3.THESE HESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE REVISION: DATE: PRESSURE TREATED LUMBER PROVIDE DIELECTRIC SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BYTHE SNAP SECTIONS RE�/IE SEPARATION. CONTRACTOR 2 x 2 Sna 2"x 2"x 0.045" V W DA'C fl RO 1 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED Snap:----------------------------------2" CIT I QF THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF ON INFORMATION PROVIDED BY THE CONTRACTORAND 2 x 3 Snap:---------------------------------2"x 3"x 0.050" P Z�PH�RHf RO 2 USING#12 SPACING MAY BE 24"ON CENTER. " 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY MANUFACTURER 2 x 4 Snip:---------------------------------2"2 x 4"x 0.045" LANS E �/NE LS RO 3 SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING 5•ANY DETAILS NOT RD ARE WITHTO E STANDARD BYA "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND LICENSED P.E.IN ACCORDANCE STANDARD SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS ENGINEERING PRACTICES SELF MATING (SMB) RO 4 VISIBLE WHEN PANEL IS INSTALLED. 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" D.FASTENERS: H.MISCELLANEOUS: 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" 1.ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 1•ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" ALL WORK SHALL COMPLY Wi'C1i. EVAILING PROJECT ADDRESS: 300 18-8,WITH STANDARD FLAT WASHER UNLESS MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME CODES FLORIDA BUILDING CODE MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE WITHOUT A MANUFACTURER'S HOST BEAM. UNITS BUILT PRIOR 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120"WITH ACQ PRESSURE TREATED WOOD. TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" NATI ELECTRIC CODE, WYSZYNSKI 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED AND THE CITY OF ZEPHYR7�I ,c 5215 RIDGE ST FLAT WASHERS AND NUTS. ON THE MANUFACTURED HOME. 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" r w .,7 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 10 SMB: -- - 2"'x 10"x 0.092"x 0.374" ORDINANCES ZEPHYRHILLS FL TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE R 4501.17 IN ITS ENTIRETY. 3.EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL CONTRACTOR: BAILEY CONTRACTING LLC NOTES S- 1