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HomeMy WebLinkAbout20-414 m - -{ City of Zephyrhills PERMi iNuMOEi.8 5335 Eighth Street 771 Zephyrhills, FL 33542 131011-000414 2020 Phone: (813)780-0020 `< Fax: (813)780-0021 Issue Date: 07/30/2020 Permit Type: Building General (Residential) Property'Nd'nb0r. " $treet7Atldress 02 26 21 0020 00500 0040 38609 Naomi Avenue 0iivner lnfotmation.,.: 'Permif lriformation ';;.;: 'Contractorinformation'° Name: CHRISTINA DIGGORY Permit Type:Building General(Residential) Contractor: HOMEOWNER Class of Work:Shed Address: 38609 Naomi Ave Building Valuation:$2,997.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (813)270-6207 Mechanical Valuation:$0.00 � Plumbing Valuation:$0.00 Total Valuation:$2,997.00 Total Fees:$82.50 Amount Paid:$82.50 Date Paid:7/30/2020 1:06:10PM P 9ilp esc�iption b. ;. ._.. A. INSTALLATION METAL SHED 10 X 14 Application Fees .; Building Permit Fee $55.00 Building Plan Review Fee $27.50 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. CONTRACTOR TU 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 Application Fax-813-780-0021 Building Department Date Received [—2o —Zj= Phone Contact for Permitting . Owner's Name \�� ��UU Q Owner Phone Numb -U Owner's Address —\ © Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address 1_ JOB ADDRESS CzO� { � ���5 ,_ LOT# SUBDIVISION PARCEL ID#' (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT u SIGN = = DEMOLISH ii-1- INSTALL REPAIR— PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK k BUILDING SIZE SQ FOOTAGE® HEIGHT r' �Q =BUILDING s 9 `7Z ,_9s VALUATION OF TOTAL CONSTRUCTION (( =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY 0 W.R.E.C. =PLUMBING $ I / =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION CC) =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANYY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address F License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address 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 subdivisions/large 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,Stormwater Plans w/Silt Fence installed, . Sanitary Facilities&'1 dumpster.Site Work Permit forall 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. (A/C upgrades over$7500) " Agent(for the"contractor)or Power f Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING,; '";(copy of con&ad4 dquired) Reroofs if shingles 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'maybe 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 entitle_ d 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, theymust 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.) 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 offill is not allowed in<Flood.Zone."V"unless;expressly permitted. If the fill material is to be-used.'.'Jn 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 withih the stem wall. If fill material is to be used in any;area, T certify.that use:of such-fill will not adversely affect adjacent properties. If use of fill is found to ad..versely;affect.adjacent,properties, the owner.may be cited for violating the conditions of the building.permit-issiied':under:the attached permit application, for lots less than one (1) acre which are elevated by fill, an.eHgineered�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 1N YOUR PAYING TWICEFOR-IMPROVEMENTS-TO-YOUR-PROPERTY:Il=-YOU-INTEND-TO'OBTiAIN-FINANCING;CONSULT WITH°YOUR LENDER OR AN XKTORNEY BEFO)MRECORMNG=YOUR NOT F COMMENCEMENT. FLORIDA JURAT(F.S.117.03) ` � � OWNER OR AGENT CO RACT Su scribed and sw to or i ed)befoS i thi Subscribed an t� (o a i ed a hi '1_�Z0-��by C Q%� -7.70" 1�by Who is/are . onal y known to me or has/h v rod c d Wh� re p, sopally known to me or hash a prod ed FL d 1N�3 U"�Q as identification. �• CJl�l�2rs!F'co�Se_ as identification. C Notary Public ffi Notary Public Com i ion uo — mmissi o. v JACQUELINE'OGES a• F: Name of Nota JAC4� �@AGES Name of Notary typed, ht ic=Decebe2 mission#GG27045i ''•.''FOFF;o?� gonded800-33�7Gt9 Com ;s Expires December 12,2022 r R�ions ndedTlvuTrayfaln Insurance iA u•3._ f: 0 ' OITY OF ZEPHYRHILLS BUILDING DEPARTMENT Owner: Jab Location 1 Address: Parcel I.D.#: SHOW ALL EXISTING&PROPOSED STRUCTURES GIVING DIMENSIONS&SETBACKS UTILITY BUILDINGS MUST SHOW SIZE&FOUNDATION INFORMATION - I FRONT PROPERTY LIKE STREET (NOTE EXAWLES 2&2).. Example 1.- Setbacks for Rl &R2 Zoning Example 2. Setbacks for R3 Zoning. Ia to P I? R X 0 I 1P 1G to to 0 r to S I t4a E N D t3 PR4= Ta W-SINQBFAPMY/ WDUM RONTMPWYLIlIE MXTPRDPH&lYM SfNEET Ultertek Intertek-PSI Tel +1 407 304 5560 1748 33`d Street Fax+1 407 304 5561 =3 Orlando,FL 32839 intertek.com/building January 15, 2018 Mr.Thomas Campbell ALL WORK SHALL COMPLY WITH PREVAILING Florida Department of Business and Professional Regulation CODES FLORIDA BUILDING CODE, Manufactured Building Program NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS 1940 North Monroe Street ORDINANCES Suite 90A Tallahassee, Florida 32399-0772 RE: Plan.Approval: Residential Lawn Storage Shed Manufacturer: Robin Builders,Inc. (Lyons,GA) REVIEW DATE J I L 020 Agency Plan Number: ROBIN GA F.BCR2017 CITY OF ZEF'FBYRFiI PLAN EXAMINER Dear Mr. Campbell: Professional Service Industries Inc., an Intertek company("Intertek-PSI"), part of Intertek'Building Science Solutions, in pursuant to the requirements of the Florida Department of Business and Professional Regulations, the above referenced documents have been reviewed for compliance with: 2017 Florida Building Code,6th Edition 2014 NEC A signed and sealed set of plans are maintained on file in the Third-Party Agency office of PSI. All mandatory comments have been satisfied and plans are approved for construction by a modular building manufacturer that is currently approved by the Department of Business and Professional Regulations. If you have any questions or require my assistance in any way, please do not hesitate to contact me. Yours sincerely, Professional Service Industries, Inc. Victor C. Martin, PE#82379 Richard Olds, FL SMI-76 SM -45 Department Manager Modular Plans Examiner Building Science Solutions Building Science Solutions CC:Wayne Hartley—Robin Builders, Inc. (Lyons, GA)—wdhrobin@bellsouth.com Ili Intertek is a brand name representing the Intertek Group plc legal entities,including but not limited to,Intertek Testing Services NA Inc.,Professional Service Industries,Inc.("INTERTEK-PSI"),Architectural Testing Inc.("INTERTEK- ATI"),and MT Group Inc.("INTERTEK-MT"). 0o) www.intertek.com/building HEADER DETAIL,MAX SPANS&FASTENING FRAMING FOR AMERICANA,CLASSIC,RUFFY 20 GA.2.5"X 4"MITEK CONNECTOR PLATES — EMBEDDED BY HYDRAULIC PRESS HEADERS 1-2x4 2-2X4 2-2X6 EACH SIDE OF JOINT WITH 1/2" WITH 112' 12 20 GA.3"X 6"CONNECTOR PLATES 0 to r, PLYWOOD PLYWOOD AT THIS CONNECTION ON 14'WIDE UNITS ONLY to atl 1-4OX4 OPTIONAL EAVE 3"MAX-dW DOUBLE 2X4 SYP#1 KD STUDS&DOUBLE 2X4 SYP#1 KID RAFTERS AT EACH END MAX SPANS 22.5", 4" 95" STITCHED W/3X.120 NAILS 12"OC I 2X4 SYP#1 KID WALL STUD WITH FASTENING 3-.130" 3" 6-130"x 3" 8-.130"x 3" 12'2X3 BLOCK 2X4 SYP#1 KID JACK STUD x j NAIL EA END NAIL EA END NAIL EA END AT DOOR OPENINGS uj 1 me- 0< C' SILL SPAN&FASTENING Z �1X4 SYP#2 KD BELTLINE,DADO INTO STUD !z(51-< SILLS 1-2x4 CONTINUOUS AROUND PERIMETER z 1 112"X 12"26 GA.GALV.STEEL PLATE (2)3"x.120 NAILS PER CONNECTION TOP&BOTTOM OF EACH STUD w z w 'r a- (8)1.25-X.105'NAILS(TYP.) 2X4 SYP#1 KD BOTTOM PLATE w Q.<< CEO —�j 3"x A 20"NAILS 8"SPACING DOUBLE PT 2X6 SKIDS >0:10-0 TYPE AND LOCATION OF 48" 13' 6" MAX� AND WINDOWS TO VARY DOORS MAX SPANS NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ONLY t. FASTENING >_ NAIL EA END TYPICAL DOOR FRAMING: "t C.4 END W L AL FRA w to to MING MAXIMUM DOOR SIZE- 0" iri N.T.S. "II 0. 108"W X 80"H w - 00 _j 5- 12 to 2 0> z 3 20 GA.2.5"X 4'MITEK CONNECTOR PLATES 0 IX4 SYP#2 PURLIN SURFACE NAILED EMBEDDED BY HYDRAULIC PRESS In 0 EACH SIDE OF JOINT to WITH(3)7/16"X 2"16 GAUGE Ll 'z STAPLES PER CONNECTION CODE nzlvll£vv ti an fl-(L (ALT)20 GAUGE STEEL HAT CHANNEL 0 0:D 0 Zu_j W/(2)2-114"X0.1 31 HT NAIL PER CONN. Q� 0� (3)3"X.120 NAILS -1 0<I M PER CONNECTION 2X4 B0170M CHORDS ON 10',11-6- DELETE OH ON AMERICANA ":;o3."l,l &13'6"WIDE UNITS ONLY Pl­fWewr`#Uhanl0l6 - OPTIONAL EAVE 3-MAX_43 - AND RUFFY MODELS .45107840 FL OSMP-45,SM476 2X4 SYP#1 KD STUDS&RAFTERS 24"MAX SPACING LSUCCClIUMIG Department Manager:victor C.mania,PE Me. fLK482379,IAPEA2017 SIDING:SEE NOTE#14 LSUCCC RU02436 90" MAX. ROBIN BUILDERS INC. 552 S. STATE SIT. A0436 IX4 SYP*2 KD CONTINUOUS BELTLINE,DADO INTO STUD N"ll'T.52,6-. 66 (2)3"x.120 NAILS PER CONNECTION STUDS TOE-NAILED TO BOTTOM PLATE,(4)3'x.130"NAILS(TYP.) 2X4 SYP#1 KID BOTTOM PLATE,3"x.120 NAILS 8!'OC," j/"v'e. ......... Q RUFFY, CLASSIC, AND AMERICANA FRAMING DETAILS 1 1/2"X 12"26 GA.GALV.STEEL PLATE DOUBLE PT 2X6 SKIDS Mm" AT EACH STUD TO FLOOR CONNECTION 4 SKIDS ON 13'6'WIDE (8)1.25"X.1 05-NAILS(TYP.) 113, 61, MAX. 9 STATEOF C 2017 -12-20-17 3 of 8 CROSS SECTION DETAIL NE N.T.S. PSI APPROVAL 2018-01-15 AkN Fntertek, GAMBREL BARN FRAMING DETAILS 1X4 SYP#2 PURLIN SURFACE NAILED WITH (3)7116"X 2"STAPLES PER CONNECTION (ALT)20 GAUGE STEEL HAT CHANNEL(3)3"X.120 NAILS AT STUD12 Wl(2)2-1/4"X0.131 HT NAIL PER CQNN. TO TRUSS CONNECTION 3.51 o oto n20 GA.2.5"X 4"MITEK CONNECTOR PLATES w N o ^t" 12 EACH SIDE OF JOINT r -N 16 �0 1 Plans Reviewer.Richard olds ^ N Fl.H5MSM0764o DOUBLE 2X4 STUDS&RAFTERS I i111P-d5,9M1-16 HEADER FOR DOOR OPENINGS ONLY AT ENDWALLS ONLY o N ES000CPU02416 STITCH TOGETHER WITH ••N p"partment Manager:Victor C.Martin,PE 3"x.120"NAILS 8"SPACING ,• FL PE 922379,IA PE p42017 3 t.p LSUCCCgu02430 SIMPSON H2 OR EQUAL ao EACH RAFTER TO STUD SILL SPAN&FASTENING CONNECTION W/(6)0.120"x 1-1/2" ~ J W NAILS PER ANCHOR DOUBLE 2X4 w SILLS 1-2x4 2x4#1 SYP STUDS 24"OC MIN ? Q�z > io 1 1/2"X 12"26 GA.GALV.STEEL PLATE 1X4 PURLIN w g o a AT TOP&BOTTOM OF EACH STUD 1 X4 PURLIN 2-3"x.120 NAILS a a WITH(8)1.25"X.105"NAILS(TYP. PER CONNECTION (3)3"X.120"TOENAILS AT STUD MAX SPAN 48" TO PLATE CONNECTION m o FASTENING 3--130"x 3" 2X4#1 SYP BOTTOM NAIL EA EN DOUBLE PT 2X6 SKIDS &TOP PLATE F NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ONLY TYPICAL DOOR FRAMING: V N tD- i HEADER DETAIL MAX SPANS&FASTENING w n tD E- 13' 6" MAX. MAX IMUM DOOR SIZE- +, a o M vi v HEADERS 'I-2x4 2-2X4 2-2X6 108"W X 80"H o PLIYWOOD PL WITH YWOOD END WALL FRAMING m:< 0 N o; ® ® ® N.T.S. q jN^ Z "o OZN O wZ El O O rn F- � 1-O4X4 12 - 20 GA.2.5"X 4"MITEK CONNECTOR PLATES m N J z w ® 3.5�- OR EQUAL EA SIDE OF CONNECTION N as 3 a MAX SPANS 22.5" 64" 95" Z I En J =O " O 00 12 - 2X4#1 SYP BOTTOM CHORDS ON a FASTENING 3-.130"x 3" 6-.130"x 3" 8-.130"x 3" 16 co 10'W IDE&11'6"WIDE ONLY NAIL EA END NAIL EA END NAIL EA END = DOUBLE TOP PLATE CONT.2.6 OVER 2x4 w SIMPSON H2 OR EQUAL S EACH RAFTER TO STUD 2X4#1 SYP STUDS&RAFTERS CONNECTION W/848 x 1.25" g MIN SPACING 24" SCREWS PER ANCHOR ROBIN BUILDERS INC. .� 552 S. STATE SY. W N12) 526-326636 SIDING:SEE NOTE 414 O Q 1X4 PURLIN 2-3"x.120 NAILS uj 1 1EACH STUD TO FLOOR CONNECTION) PER CONNECTION GAMBREL BARN .......... '� WITH(8)1.25"X.105"NAILS(TYP.) \\ Q 2X4#1 SYP BOTTOM PLATE FRAMING DETAILS No.63439 f t j _ DOUBLE PT 2X6 SKIDS �4pt %XS / / c°w� NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ONLY r BC 2017 13' 6" 'r e 3fATE0F � °`12-20-17 5 j.f8 ,yp MAX. i °• '•(�ORI�OP'.,�'�: � Nk% NONE i-7nzQij i 114N` �� o> CROSS SECTION DETAIL PSI APPROVAL 2018-01-15 N.T.S. FRAMING FOR STEEL FRAME ROOF PANEL ATTACH TO ENDWALLS HEADER DETAIL.MAX SPANS&FASTENING SIDEWALLS&ALONG RIDGE WITH HEADERS 2-2X4 2-2X4 ROOF PITCH VARIES #10 x 314'SCREWS AT 8"SPACING W1 7.25"HIGF 18GAUGE TO MAX 3.6/12 12 0 c STEEL PLATE max.3.51 NOTE:GABLE ORIENTATION IS SYMBOLIC W TWO SIDES SINCE GABLE CAN BE IN EITHER X (714 DIRECTION. r 1 F-I OPTIONAL EAVE 3"MAX--IT' C14 cq I MAX SPANS 1 22.5" CA. 95.1 4 m u 6 DOUBLE STUDS AT DOOR OPENINGS < FASTENING 12-#10 x 3/4" 4- 3/4' STEEL STUD 0 #10x3/4" &M DIAGONAL SCREWS SCREWS 1(ttlR WINDBRACES EACH END EACH END EACH END FOUR PER CORNER 0 ca 0 SILL SPAN&FASTENING z SILLS 1-2x4 �20 GAUGE STEEL BELTLINE 1-6 z BOTTOM TRACK ATTACH CONTINUOUS AROUND PERIMETER < W 30 TO FLOOR W/1/4"x 2 V2"WASHER (3)3"x.120 NAILS PER CONNECTION Z 0 Od r 1 HEAD LAG BOLTS @ 2'CENTERS 55 18 GAUGE STEEL STUD PLATE MAX SPANS 415' DOUBLE BOLTS EACH CORNER &EACH EDGE OF DOOR OPENING FASTENING 2-#I0X3/4" DOUBLE PT 2X6 SKIDS FS C C 7 f EN 13' 6" MAX. TYPE AND LOCATION OF DOORS > A JL12-j AND WINDOWS TO VARY NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ONLY 1;;'D iv TYPICAL DOOR FRAMING: W P')11 MAXIMUM DOOR SIZE- ;50" in END WALL FRAMING I.-"t c"I ..6 N.T.S. I 08"W X 79'H "10 1 C4 a:<- 0 L' V4 0> in -1 CONTINUOUS C L..z BELTILINE& Om 0 LIN in BOTTOM CORD EACH RIBTOP&BOTTOM PLATES 0 ATTACH TO RAFTERS WITH THROUGH ROOF PANEL C4 Z L'j 4-#10 x 3/4"SCREWS END to U.) in=)I RAFTERS AT 24"MAX ZOO j (2)#10 x 34'SCREWS PER CONNECTION 01�-i SPACING&LOCATE BETWEEN STUDS AND PLATES Q 0< OVER WALL STUDS Plans Reviewer.Richard Olds OPTIONAL EAVE 3-MAX---r tCC#5207840 "SIVIP-45,SMI-76 20 G STEEL STUDS&RAFTERS 24"MAX SPACING LSUCOC OU02416 Department Manager:Visor C.Martin,PE Ft PE 482379,to PE#42027 SIDING:SEE NOTE#14 L SUCCCOU02436 90" MAX. 31- Base Rail or Top Rail ROBIN BUILDERS INC. 552 S. STATE ssr. GA. 30436 � CONTINUOUS BELTLINE-"� cake 9'1'2 T 526-3266 Mx 3/4" screw Mar conn. BOTTOM TRACK CONT.FASTEN--\ W1 0I 1/4"x 2 I/Z'WASHER HEAD 20 GAUGE STEEL 114 E LAG SCREW @ EA STUD BOTTOM TRACK CONT. Swaged dimple wRi .# -I. ..........kI/"',/ STEEL FRAMING DETAILS No,53439 DOUBLE PT 2X6 SKIDS 13' 6" MAX.— -q 1/1 0/-9 0 le ::p NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ONLY I r 0 STATE OF ABC 2017 AZ* -12-20-17 6 of 8 STEEL STUD DETAIL CROSS SECTION DETAIL -NONE N.T.S. N.T.S. PSI APPROVAL 2018-01-15 TRUSS SCHEDULE: 2X4 SYP#,I TRUSS RAFTERS24"OC. FRAMING FOR PORCH MODELS DOUBLE 2x4 SYP#1 TRUSS RAFTER AT ENDWALLS ......... &STITCH TOGETHER W/3'x 0.120"NAILS 8"OC .. DOUBLE TRUSS ,AT ENDWALLS 20 GA.2.5"X 4"TRUSS PLATES FIELD TRUSSES 24"OC NOTE:GABLE ORIENTATION IS SYMBOLIC EACH SIDE OF TRUSS Z*: No,63439 w c1l EITHERSINCE GABLE CAN BE IN -0 DIRECTION. _c-�cq q KINGPOST ON TRUSSES>99" 12 A STATE OFF 2.5 SINGLE TRUSS OVER WALLS DOUBLE TRUSS PT OVER PORCH ....... _0 cY cq 1 112'X 12"26 GA.GALV.STEEL PLATE u (8).105"x 1.25"NAILS cc 0 ROOFING:SEE NOT(/#�4 20 ALV STEEL HAT CHANNEL x w W1(2)2-1i4"x 0.131"HT NAILS PER CONN. 2X4#1 SYPKD STUDS ET 2-3"x.120"NAILS 0 EACH END Z -, SIDING:SEE NOTE#14 !�6 4 az .> t L-OU 1 UBLE 2X4 L / 3:0 wzox Waa(L (L 1 1/2"X 12"26 GA.GALV,STEEL PLATE IX4 PURLIN lX4 SYPKD PURLIN o.12 0 kA TOP&BOTTOM OF EACH STUD &IrxLS PER ROOF FRAMING (8) 1.26" x.105"NAILS(TYP) CONNECTION mm-0 N.T.S. 2X4(6)FLOOR JOIST > POUBLE PT 2X6 SKIDS 20 G GALV STEEL HAT CHANNEL 13 6" MAX.— TYPICAL DOOR FRAMINGti MAXIMUM DOOR SIZE W/(2)2-114"x 0.131 HT NAILS PER CONN. DOUBLE PT TRUSS W X l(v 51 2-3"x.120"GALV NAILS NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS AN W ID 1 1/2"x 16"26 G STEEL STRAP ,n AT 8"SPACING �_ C14 ui is TOP OF STUD&TAIL END OF TRUSS to I LJ XO (8)1.25'X.105"NAILS TYP.) (n,W 0 W, ( "A END WALL FRAMING 'co- 0' - 2 X 4 PT NAIL TO UNDERSIDE z 3' 12'18 G GALV.PLATES ON N.T.S. QZN 0 x OF TRUSSES 2-3"x.120-GALV �43 vii'n -5.:-0 z 2 OUTSIDE SURFACES OF 4x4 POSTS cl� 0;-, 10-3"x0.120"GALV NAILS EA PLATE NAILS ON 6"SPACING ROOFING:SEE NOTE#14 c1l =)Z Lu 0 cj 20 G GALV STEEL HAT CHANNEL W1(2)2-114"x 0.131"HT NAILS PER CONN. n (A o Z 0 PORCH DETAILS 1 112"x 16"26 G STEEL STRAP 0 0 TOP OF STUD&TAIL END OF TRUSS Q 0<=1 (8)1.25"X.105'NAILS(TYP.) N.T.S. DOUBLE 2x4 SYP PT TOP RIM JOIST OPTIONAL 3"��'� 2x4 SYP OVER 2x4 SYP PT TOP PLATE CONT. rURAL Jol�y TOP 5 1 112"x 16'26 G STEEL STRAP NON-STRUCTURAL EAVE RIM JOIST CONT OF —FASTEN W/2-3"x.120 NAILS EACH 8" (8)1.25-X.105"NAILS(TYP.) DOUBLE 2.4 91 SYR-\ CORNER STUDS 4X4 PT HEADER SUPPORTED BY TOP OF STUD&TAIL END 2x4 PT JACK STUDS 2x4 SYP PT TOP OPEN PORCH AREA PLATE CONT. ROBIN BUILDERS.INC, 2X4#1 SYP STUDS MAX 6'SPAN WALL TO CORNER POST 2X4#1 SYP STUDS 552 S.STATE ST. 24"CENTERS 2-3"x 120*NAIL EA END 4X4 PT POSTS AT EACH 24"MAX SPACING LYONS,GA 30436 OUTSIDE CORNER M 912-526-3266 TYPICAL WIN,FRAMING OF PORCH 2x4#1 SYP BOTTOM' �E­ PLATE-INTERIOR _2X4 PT RAILINGS IX4 PURLIN DADOED LEALL ONLY MAX 6"OPENING INTO STUDS FLOORING:SEE 1X4 PURLIN— NOTE NOTE 416 PORCH MODEL SIDING:SEE NOTE#14 FRAMING DETAILS 2X4#1 SYP BOTTOM PLATE- 1 1/2"x 12"26 G STEEL STRAP-"--, 3"x.120"NAIL 8"SPACING BOT.OF EACH STUD TO RIM JOIST (8)1.25"X.105-NAILS(TYP.) 7 1 1/2"x 12"26G GALV STRAP' 514 x 6 PT FLOOR DECKING \\.3"xl2"18 G GALV.PLATES 2X4(6)FLOOR JOIST "'ABC 27177_� BOT OF EA STUD TO RIM JOIST ON PORCH ONLY ON 2 OUTSIDE SURFACES OF FASTEN W/8-1 1/4"x.105"NAILS TOP&BOTTOM OF 44 PT CORNER -12-20 17 7 OF 8 POSTS-10-3"xO.120"GALV NAILS EA PLATE CROSS SECTION "AMD SIDE WALL FRAMING SCALE: 1/4" = l' NOTED N T q PSI APPROVAL 2018-01-15 INSTR#20201 1 5507 OR 13K,10139 PG 2938 Page 1 of 1 07/20/2020 12:11 PM Rcpt:2183421 Rec: 10.00 IDS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq., Pasco County Clerk&Comptroller NOTICE OF.COMII�NCEIVIENT PenmitNo. Property-ldpoSrxtionNo:02-2CA l"O6 2-O -00 S o•o -001 t 0 't`FTE UMMSiGIM hemby give:informs you Brat the improvepreyt.wAl be made to.ctrtakreal property;ead.in accordance with 5eetton 71$+13 Hof theiflimda`Statatea;tha tallowiag information is providad in tibia NO'l ICE,ON 00lI�II1'IENCEl1'JENT. �15 colon Ids �2 (o Sri v� tiJ'2 oFs i cX Sec 2- crLa Lk S%aca-S; Q!P .: .Pr�RC1tS!(Ingot detcr(ptYon 1 r ,4 C(3!a 2 Pig e)Stmati4ddreas:L 55 wdi �fo r% o oc-•i, -O oc PUZZ6ioC �2Qmeral'descfiptibndf.1hWrovemeata O % O. sog;AZ b}Name eqd eddbss of fee:spnpla trtlehot . (ifother t5en owner) _ c)Igtei4atiglty - �.CoixtisCti'oi�Tuforivati9n. b).TelgplidnF'No,: Fax No.(Opt) . 5;Siiroty.IrifaitaatiSiti: b);nitqupe;ofAoi►di. p)Telephose'1Jo:: Fax)!lo..(Opt:) 6.kender . a):Name end address: 7.Identity ofprrson wil co the-Stato ofFlorida deal na(e'by 9►vnei•.upoti viliiim aoticas o•other doCgmerds'may.be served: A.Name.end addielsd b).Telepbone No.:, r -. FaxNo.(0.170 . 8.10,addition to hrmselty owner designates the followrng petsoa to receiy4 a copy of the L{entfr a Notice ea:provIded hi SeFtron 7�:13(1)(6),Plarida'Staltrtes: . ,),Name and Address: t. b)CelephoneNo.i FexNo:(Opt) 4 ... . 9 F.TIiWon.date ofNodcb of GAmmencement the . hstlon date Is one year from the dete'of recording unless a diffeteat dam is spedfied): WARNILNG.TOOWN R: A1NY'PAYMENTS K pE,$Y THE OiVVW AFM M EXPIRATION OF TEE NOTICE OF COMIIIENCEMENT ARE,.GOIVSIDERED I1RROPEAT...NS*MT UND-I -MALM'ER.713,PART I,'SE(.'i ION 713.13, FI;ORIDA STATUTES;.ANTI;CAN RESULT INYOUR t'A1'IPIa TWIEE FOI;t n4IvROVEhWM TO:YOUR'PROPERTY. A NQ'I'>l=017 COMM*ENCEMENT MUSTA .RECORD�I1 AND POSTED ON THE JOB SITE BEFORE THE FIRST 1NSTECTION. I$YOU'ICI frM. ,TO OSTAItI:FINANCINI,CONSULT YOtTIt , R OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMME$ �' STATB OF UWPJMA COUNTY OF PASCO S ofowwor r♦Au +n 5 e, ',.�P,oynt tame orego nt w�asy.aclmowledgatl before me this Z day o£ k ZR b9 (iYp Ofaa4hority:.e g officer;trv9ma,etteiaei' is Tact'for. (name of patty on.bebalfof' om Witument was eze6 tad)) Personel>,yKnown ORPro ticedIdtjntlficafio>c .. Notary Signature Type of Ideadficetion Piod»tied. ' 1 rsli 2,,v Name(print) �deriticaiioa.pmmmt to Siialori;92,S25,Florida Statrttt^a.Under penalties of Perjury.I dedleie tbat•I have read the foregoiisg and that .the facls•sfated in it are tittle to dry best of pry knowledge and belie[ 9lQntuore oi'Naou.l Puwa 91goi�Above - . ..... JACOUEUIiESOGES Cammissioo#GG 276457 :, `•=Expires eAihreTroyFdminsura noa�'December 12,2022 �T0is • :,, e��Dj g� •.:koi ems,: 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 aria'aff iL;ial seat this rn 904d 20+Say of troilar 4� Nikki N rez-8owleb, 1887 — Pascnty,Florida plet OF