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HomeMy WebLinkAbout20-841 L I noun City of Zephyrhills ,-PEAMIT,NUMBER : . 5335 Eighth Street Zephyrhills, FL 33542 BAR-000841-2020 Phone: (813)780-0020 ' Fax: (813)780-0021 Issue Date: 10/02/2020 Permit Type: Add/Alter (Residential) Property.Number Street Address " 02 26 210180 00000 0570 6101 17Th Street Owner Information Permit'lnformation Contra6t6r1Inf6i mation Name: CHAD BOLENDER Permit Type:Add/Alter(Residential) Contractor: HOMEOWNER Class of Work:Add/Alter Residential Address: 6101 17Th St Building Valuation:$2,500.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (813)312-8151 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$2,500.00 Total Fees:$78.75 I Amount Paid:$78.75 l Date Paid:10/15/2020 12:23:53PM Project Description INSTALL CARPORT 23 X 27 Application Fees :ref Building Permit Fee $52.50 Building Plan Review Fee $26.25 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 subsequent reinspection. 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 permit 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 add fee 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. CON IGNATURE PE IT OFFICE 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 A 1 Building Depa Date Received Phone . Contact for Pe fitting �7 Owner's Name . p OwneerPhone Number `J'� Z '2_30 ' Owner's AddressPhone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS IQ�U` I v\ s)- Z p\` 5 �3S�Z LOT# S� SUBDIVISION C L ` PARCEL ID# 21 - 0 V70—C)CX)M` US-1O (� (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR B ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE �� SFR Q COMM = OTHER it TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL = -i DESCRIPTION OF WORK 3 l� BUILIJjNG SIZE �3, SC�Z l 1 �`1 )( SQ FOOTAGE HEIGHT �rr—rr�—�rrr�r�r�rrr�l�rr�-rrrrrr'row'�—eTe"rrr'•r-r�•rre�nTrre®rrt—rrrrrr-r��e—t— = BUILDING $ 2.5 00 s ob VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. J S =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO -.—. . . . ... . . . ..':—,I .. . . . ..r:—;—'P. .. ... . . .. BUILDER OMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address NAS I , License# ELECTRICIANF T SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN I Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIII`IIIIIIIIIIIIIIIII1111 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 data. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, d; Sanitary Facilities&1 dumpster;Site Work Permit'forsubdivisionsliarge 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,Stonnwater Plans w/Slit 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. 16d-1—I4— Directions: 7+ 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(PlottSurvey/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 prpvided 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 permitJq 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 OP N FINANCING,CONSULT WITH YOUR LENDER OR A ATTO NEY_BEFORE RECORDING YOUR NOTICE AF"Cr9MEN ENT— FLORIDA JURAT(F.S.117.03 OWNERORAGENT CONTRACTOR Mndtad d)b me this bscribed and sw r ffirme� e t I Qb p odu a Who is/are persona ly k own o e or has/have produced Was identi tion. asIdentification. Public Notary Public Commission No. ",,,���JJ'••,,� Name otti6tary pe ,printed ors ;.Wed Name of Notary typed,printed or stamped S +�I`ooc g. Y t 1 }.f City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received Site: © ( Permit Type: ,a Approved Who comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ rj PhQqf Or 'hOMO This comment sheet shall be k permit'and/or plans. Kalvin r—Plans Examiner Date o actor and/ r meo er (Required when comments are present) i t I I HEREBY CERTIFY THAT I HAVE REVIEWED General Notes THIS PLAN AND FOUND IT TO BE IN A.CONCRETE&FOUNDATION DESIGN: S.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 5. SCREENING MATERIAL SHALL BE 1BX14XO.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 I. 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 _ i� tb°. 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO �4S` CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280.105,(a) �c, ® 5C tT APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY � 'e IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 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 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 *a a am 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 o a 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 '4 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. B.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES 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. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. PR AL rritiF : 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS FOLLOWING: G-185. CARPORT, COVERED WALKWAY AND CONCRETE ENGINEER OF RECORD OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" DESIGN DATA: k David W. Smith P.E. 3/4". UNLESS NOTED OTHERWISE. AIR ENTRAINING+1-1%-ASTM C 260. 1. ULTIMATE DESIGN WIND SPEED Vult,[3 SECOND GUST): 130 MPH FLORIDA LICENSE NUMBER:53608 WATER REDUCING AGENT-ASTM C 494. E.REFERENCE STANDARDS: NOMINAL DESIGN WIND SPEED Vasd: 110 MPH CLEAN POTABLE WATER. 2. RISK CATEGORY: I Thomas L. Hanson P.E. OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E 119 ASTM E 1300 3. WIND EXPOSURE: B FLORIDA LICENSE NUMBER:38654 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN ASCE 7-10 4. INTERNAL COEFFICIENT: CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, AA ASM35,AND SPEC.FORALUMINUM PART 1-A,&1-B CARPORT,COVERED WALKWAY(OPEN STRUCTURE):0.0 Myron Max Neal 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C94 5. WIND LOADS: ASTM C150 FACTOR APPLIED TO WIND LOADS FOR ALLOWABLE STRESS DESIGN:0.6 FLORIDA LICENSE NUMBER:86663 RECOMMENDATIONS. 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM C33 SOLID ROOF(MWFRS): 20 PSF 7 CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM C260 COMPONENT&CLADDING PRESSURES: Joel Falardeau P.E. VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C494 ROOF ZONE 1: 8.9/-21.8 PSF, ZONE 2: 8.9/-36.5 PSF, ZONE 3: 8.9/-55.0 PSF SPALLING OR OTHER DETERIORATION. ASTM A615 WALLS ZONE 4: 21.8/-23.6 PSF, ZONE 5: 21.8/-29.10 PSF FLORIDA LICENSE NUMBER:70667 ASTM A185 6. FOUNDATIONS PER"A"OF GENERAL NOTES AND SITE SPECIFIC DETAIL B.MASONRY: FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) 7. SOLID ROOF TYPE:3"X12"ALUM.PANS,FL 22840 OREQUIV. Erik Stuart P.E. 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD 6TH EDITION CURRENT ALUMINUM DESIGN MANUAL FLORIDA LICENSE NUMBER:77605 HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR. F.ABBREVIATIONS: 2.ALL MORTAR SHALL BE OF TYPE M OR S. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED FBC Plans&Engineering 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT MAXIMUM COARSE AGGREGATE SIZE OF 3/8". TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. Services Abbot Inc. 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 1.TYP--TYPICAL 6272 Abbott Station Drive Unit 101 REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 2.SIM--SIMILAR Zephyrhills,fl.33542 HEIGHT. 3.UON--UNLESS OTHERWISE NOTED Phone:(813)788-5314 4.CONT--CONTINUOUS Fax:1-(866)-824-7894 C.ALUMINUM: S.VIF--VERIFY IN FIELD ALUMINUM STRUCTURAL MEMBERS Email:erb@fbcplans.com I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY: Website:www.fbcplans.com MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED HOLLOW SECTIONS C.O.A.-#29054 MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 2:---------------------------------------2"x 2"x 0.044" ALL WORK SHALL COMPLY WITH PREVAIL ATE: 09/23/2020 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. 3 x 2:---------------------------------------3"X 2"x 0.050" CODES FLORIDABUILDING _ 0.024"SHALL APPLY. z.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 3:---------------------------------------2"x 3"x 0.050" CODE DRAWN BY: DENNIS W. DUNN 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN 2 X 3:-- 2"x 3"x 0.070" NATIONAL ELECTRIC CODE SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD AND THE CITY STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONDITIONS. 2 x 4:---------------------------------------2"x 4"x 0.050" REVISION: DATE: ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 2 x 5:---------------------------------------2"x 5"x 0.050" ORDINANCES FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE R0 1 MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, CONTRACTOR.LDETAILS OPEN BACK SECTIONS FLORIDANC.WASHINGTON D.C.THE BUILDING CODE,6TH 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASEDR0 2 EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 ON INFORMATION PROVIDED BY THE CONTRACTOR AND 1 x 2:----------------------------------------1"x 2"x 0.040" ALUMINUM). MANUFACTURER 1 x 3:----------------------------------------1"x 3"x 0.045" R0 3 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA REVIEW DA R0 4 PRESSURE TREATED LUMBER PROVIDE DIELECTRIC LICENSED P.E.IN ACCORDANCE WITH STANDARD SNAP SECTIONS CITY E E OCT 082 E ZO SEPARATION. ENGINEERING PRACTICES. /► 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS 2 x 2 Snap:----------------------------------2"x 2"x 0.045" ZEP (/ THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF 2 x 3 Sna 2"x 3"x 0.050" p�•�"1N YRHIL]OB#20_0922_342 USING#12 SPACING MAY BE 24"ON CENTER. H.MISCELLANEOUS: p '1rA� 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 Snap:---------------------------------2"x 4"x 0.045" '� •�� JOB NAME &ADDRESS: "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND WITHOUTAMANUFACTURER'SHOSTBEAM. SELF MATING (SMB) BOLENDER SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" 6101 17TH STREET VISIBLE WHEN PANEL IS INSTALLED. SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL 2 x 5 5MB:---------------------- 2"x 5"x 0.050"x 0.118" ZEPHYRHILLS,LLS, FL 33542 D.FASTENERS: LOADING IS PLACED ON THE MANUFACTURED HOME. 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" 300 18-8,WITH STANDARD FLAT WASHER UNLESS ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" CONTRACTOR: R 4501.17 IN ITS ENTIRETY. 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" WITH ACQ PRESSURE TREATED WOOD. 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD 3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY 2 x 10 SMB:------------------- 2"x 10"x 0.092"X 0.374" HOMEOWNER FLAT WASHERS AND NUTS. CONTRACTOR. 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, 4.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. ENSUREHAVE BONDINOXY G ADHESIVE TO IS USED FIRST.ETE IF USING GROUT, ENGINEERS 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ENSURE BONDING AGENT IS USED FIRST. HOT DIPPED GALVANIZED. NOTES I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND FC 6TH 5' EDITION RESIDENTIAL AND EXISTIN ->~ BUILDING L J I - - - - - m, @�.� F1 i:f d' ®, e ROOF ATTACHED '' • AI ^k I Q AT BLOCK WALL PROPOSED Im o 3"X.024"ALUM.RISER PAN Q 1_ ¢ ROOF FL 22840 OR EQUIV. r (0 Oa 3 Iw EXISTING a STAT s X O w I v BLOCK HOME PROPOSED W o _ 9 3"X.030"ALUM.RISER PAN w I Ot. �<`1s:� ROOF FL 22840 OR EQUIV. f F1 ROOF ATTACHED PRO NhL i~. FGl L Ir 1AT FASCIA ENGINEER OF RECORD L F2 2X8 SMB - _ - - p--4 David W. Smith P.E. FLORIDA LICENSE NUMBER:53608 -J . Io 3 Thomas L. Hanson P.E. ISOLATED I I? I FLORIDA LICENSE NUMBER:38654 FOOTING LEGEND 'co p 0 # SIZE QTY I �+ I= m Myron Max Neal F1 1,-6',X1'-6,'X1'-6', '-6"X 1'-6"X 1'-6" 2 I3+ F4 I FLORIDA LICENSE NUMBER:86663 F2 2'-0"X2'-0"X2'-0" 3 N r-JF3 2X8 SMB r-- I I F3 2'-0"X 2'-0"X 2'-6" 2 " Joel Falardeau P.E. L__1 HOUSE O_H_ F4 2'-6"X2'-6"X2'-6" 1 I 1 i I --- --- FLORIDA LICENSE NUMBER:70667 +PROPOSED I II Erik Stuart P.E. CARPORT FLORIDA LICENSE NUMBER:77605 ' + I FBC Plans &Engineering + ���„I Services, Inc. r1--F2 2X6 SMB L l F3 F2I — 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 Phone:(813)788-5314 13' 13' Fax:1-(866)-824-7894 Email:erb@fbcplans.com Website:www.fbcplans.com 27' C.O.A.-#29054 DATE: 09/23/2020 PLAN VIEW DRAWN BY: DENNIS W. DUNN PROPOSED PROPOSED REVISION: DATE: 3"X.024"ALUM.RISER PAN 3"X.030"ALUM.RISER PAN PROPOSED ROOF FL 22840 OR EQUIV. ROOF FL 22840 OR EQUIV. 3"X.030"ALUM.RISER PAN R0 1 ROOF FL 22840 OR EQUIV. EXISTING R0 2 2X8 SMB 2X8 SMB BLOCK HOME 2X6 SMB RO 3 2X4 SMB R0 4 2X6 SMB Ii JOB# 20_0922_342 PROPOSED rn rn Co rn rn PROPOSED N 0 o PROPOSED o - o o II COVERED COVERED °' PROPOSED eo x >< x C° - x j CARPORT x ;, x x ij WALKWAY x JOB NAME &ADDRESS: Co WALKWAY C') Co Co M CARPORT BEYOND Co m M Coi Co j Co Co Co I I Co II BOLENDER 6101 17TH STREET I I ZEPHYRHILLS, FL 33542 JF1 F1L �F2 L JF3 F2L J L JF2 I JF3 F2L J 11' 11' 13' 13' CONTRACTOR: .1 12' 1' 22' 26' HOMEOWNER SIDE ELEVATION REAR ELEVATION PLANS AND ELEVATIONS 1 OF 1 S.M.B.DEPTH S.M.B.WEB TUBE WALL CORROSION RESISTANT UPLIFT I HEREBY CERTIFY THAT I HAVE REVIEWED 6"MIN. RECOMMEND ALUMINUM FLASHING "H" WALL "T" "N" SIZE CAPACITY THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND FBC 6TH INSTALLED BELOW DRIP EDGE. 4" .045" .06" 2)3/8"BOLTS,NUTS,WASHERS 1.720 LBS EDITION RESIDEN IJL f ftK I G CAULK ALL SEAMS. 5" .050" .06" (2)3/8"BOLTS,NUTS,WASHERS 2,550 LBS BUILDING 7 i gitL I ts 6" .050" .06" 3 318"BOLTS,NUTS,WASHERS 2 550 LBS ��j� �� •�`� (1)#10 X 3/4"TEK SCREW AND 1"0 7" .055" .06" (3)316"BOLTS,NUTS,WASHERS 3,500 LBS NEOPRENE WASHER AT EACH RIB 7" .D55" .09" (3)3/B"BOLTS,NUTS,WASHERS 3600 LBS gP'cwk'°r�g 7" .055" .125" (3)3/8"BOLTS,NUTS,WASHERS 4,500 LBS EXIST/IVG ALUMINUM FLASHING ATTACHED B" .072" .06" 4 3/8"BOLTS,NUTS,WASHERS 5,500 LBS a� ,� ROOF W/#8 X 3/4"TEK SCREW AND 1"0 8" .072" .09" (4)318"BOLTS,NUTS,WASHERS 7 000 LBS NEOPRENE WASHER AT EACH RIB 8" .072" .125" (4)3/6"BOLTS,NUTS,WASHERS 7 000 LBS { s 9" .072" ,06" (4)3/8"BOLTS,NUTS,WASHERS 7 000 LBS • 9" .072" .09" (4)3/8"BOLTS,NUTS,WASHERS 8,900 LBS ALUM.RISER PAN ROOF 082" 125" 4 3/8"BOLTS,NUTS,WASHERS 9 500 LBS 10" .092 .125" (4)3/8"BOLTS,NUTS WASHERS 11 000LBS ":� •• a rr NOTE:OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER _ C. 3 ,3'a SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED , z w ATTACH PANS 0.060"MIN.HEADER L�RSEAL CHANNEL W/(4)##10 X X 31 3/4"TEK SCREW I r 2 PER PAN AT BACK OF PAN PROFESSION (1) O X = FASTEN 0.060"MIN.HEADER CHANNEL TO ENGINEER OF RECORD w FASCIA WITH 1140 X 2-1/2"LAG SCREW AT 24"O.C.2 ROWS STAGGERED.STRIP SEALANT David W. Smith P.E. BETWEEN FASCIA AND HEADER CHANNEL #10 X 3/4"TEK SCREW AND FLORIDA LICENSE NUMBER:53608 ALUM. RISER PAN ROOF 1-1/4"0 NEOPRENE WASHER Thomas L. Hanson P.E. CONNECTION AT FASCIA 4 PER PAN AT ALL BEAMS AND 8"O.C.AT RAKE FLORIDA LICENSE NUMBER:38654 ALUMINUM RISER Myron Max Neal HOST PAN ROOF 0.060"MIN.HEADER CHANNEL FLORIDA LICENSE NUMBER:86663 BLOCK WALL a (1)#10 X 3/4"TEK SCREW AND 1"0 a Joel Falardeau P.E. NEOPRENE WASHER AT EACK RIB 2X SMB PER PLAN FLORIDA LICENSE NUMBER:70667 ALUMINUM RISER PAN ROOF `,_ (N)3/8"THRU BOLTS,WASHERS, Erik Stuart P.E. AND NUTS,CORROSION RESISTANT, FLORIDA LICENSE NUMBER:77605 AND (SEE CHART) a. ALUMINUM POST/COLUMN PER PLAN FBC Plans&Engineering (4)#10 X 3/4"TEK SCREW PER PAN Services, Inc. FASTEN HEADER CHANNEL TO HOST ALUMINUM PAN ROOF, POST AND BEAM CONNECTION 6272Abbo,fl.33 on Drive Unit 101 BLOCK WALL WITH 1/40 CONCRETE SCREW ZephyrPhone:(813)788-5314 33542 ANCHOR WI 2"EMBEDMENT MIN.AT 24"O.C. Phone:(813)788-5314 Fax:1-(866)-824-7894 2 ROWS STAGGERED.STRIP SEALANT Email:erb@fbcplans.com BETWEEN WALL AND HEADER CHANNEL. Website:www.fbcplans.com ALUMINUM RISER PAN ROOF C.O.A.-#29054 CONNECTION AT HOST BLOCK WALL DATE: 09/23/2020 DRAWN BY: DENNIS W. DUNN (B)1/4"0 CONCRETE ANCHOR REVISION: DATE: WITH 2"EMBEDMENT MIN. RO 1 �O #12 X 3/4"TEK SCREW ATTACHING RO 2 U O ANGLE TO BEAM EACH SIDE FASTEN RECEIVING CHANNEL ALUMINUM POST Q 1 SCREW PER INCH OF BEAM TO SMB W/#10 X 3/4"TEK SCREW 1-112"X 2-1/8"X 1-1/2"X 0.062" PER PLAN RO 3 a z HEIGHT,STAGGERED (1 SCREW/INCH OF BEAM HEIGHT) INTERNAL OR EXTERNAL BEAM "B" z w Q STAGGERED,BOTH SIDES RECEIVING CHANNEL FOR FOOTING SIZES UP TO RO 4 2x4 1 N IL 12XSMB PER PLAN 36"IN DEPTH(2)#5 X 12"REBAR CROSSWISE THRU POST JOB# 20_0922_342 2x6 2L 2X SMB PER PLAN ° 1- 4"-6"FROM TOP OF FOOTER JOB NAME&ADDRESS: 2x5 2 z a ,..: ° w 2x7 3 OO 0 ❑ BOLENDER ❑ FOR FOOTING SIZES UP TO O O ❑ 6101 17TH STREET 2x8 3 z ❑-1 z I- v 18"IN DEPTH(1)#5 X 12"REBAR g z O FASTEN INTERNAL OR EXTERNAL O¢ CROSSWISE THRU POST ZEPHYRHILLS, FL 33542 2x9 3 N 0 BLOCK HOST RECEIVING CHANNEL TO STRUCTURAL v WIDTH 4"-6"FROM BOTTOM OF POST a STRUCTURE 2x10 4 L 2"X 2"X 0.125"ANGLE WALL MEMBER WITH l/4"0 X2"2"LAG SCREW EACH SIDE OF BEAM (1 SCREW/2 INCHES OF BEAM HEIGHT) ISOLATED FOOTING CONTRACTOR: NOTES SEE PLAN FOR SIZES HOMEOWNER IF A RECEIVING CHANNEL IS USED,USE TWICE THE BEAM TO WOOD WALL CONNECTION NUMBER OF ANCHORS INTO THE HOST STRUCTURE. ALL MINIMUM SPACING SHALL APPLY. CARPORT BEAM TO BLOCK HOST STRUCTURE COVERED WALKWAY DETAILS