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HomeMy WebLinkAbout20-433 F � City of Zephyrhills PERM BER<,`; C�v 5335 Eighth Street Zephyrhills, FL 33542 BAR-000433-2020 6"r Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 08/05/2020 • Permit Type: Add/Alter (Residential) Property Number Street Address 05 26 21 0080 00500 0190 35949 Saddle Palm Way Owner Information Permit Information Contractor Information' Name: CHARISE&RAY NORRIS-REDDICI Permit Type:Add/Alter(Residential) Contractor: TRUE ALUMINUM INC Class of Work:Add/Alter Residential Address: 35949 Saddle Palm Way Building Valuation:$20,050.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$20,050.00 Total Fees:$210.37 Amount Paid:$210.37 Date Paid:8/5/2020 1:38:58PM Project Description SCRN ROOM 836 SQ FT W/SLAB Application Fees Building Permit Fee $140.25 Building Plan Review Fee $70.12 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 SIGNATURE 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 �� �1 Date Received Phone Contact for Permitting 6(('U 3 •aa E&EIEE a as 5 ff `` �INE,�E/ Owner's Name , J v i O r Phone Num er Owner's AddressF15�Ltj 3 Ck6tiCAt t Owner Phone Numb Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Addressp, JOB ADDRESS 5 ( -J �C�wit 1 C. Q�� LOT# /n� SUBDIVISION PARCEL ID# Uy — Zt '- Q I J/ (OBTAINED FROM PROPER TAX NOTICE) WORK PROPOSED e NEW COLSTR e REPAIR SIGN = = DEMOLISH INSPROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION BLOCK Q FRAME n �, /� STEEL = DESCRIPTION OF WORK Iris,) r l5'� �� pp I Cg 2 -1 BUILDING SIZE Z / SQ FOOTAGE 3 HEIGHT =BUILDING $ J n V n 5D VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ �1 AMP SERVICE PROGRESS ENERGY W.R.E.C. =PLUMBING $ -3 =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address L License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# OTHER COMPANY \ t ` r\ SIGNAT REGISTERED Y/N FEE CURREN I Y/`N p ress License# 5 C C��`` S I 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 subdivisionsllarge 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 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.(A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letterfrom owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-B13-780-0021 Building Department 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 property 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—Homeowners 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/WastewaterTreatment. - 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 IM ROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANGWQ,CONSULT LENDER FLORIDA JURAT(F.S.117 3) OWNER OR AGENT CONTRACMJ3. IL,-7 A Subscribed and swo or d)before me this Zbed ands off ed eforeby byWho is/are pers ally known to me or has/have produced are personally known to me or has/have produced as identification. as id ntification. Notary Public Notary Public Commission No. Commission No. r Name of Notary typed,printed or stamped Name of Notary typed, rinted or stamped � � � ��a� EMILY SIKES ?�' t�•.��', Notary Public-State of Florida `:�� �e`•° Commission a GG 327631 �drrv�o-' My Comm.Expires Apr 24,2023 Bonded through National Notary Assn. City of ZephyrhHis BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: lY V 2 4 (/ jj Yam Date Received: a 7 A = / ;2-O;�,,O Site: 3 5 / n J ll a /G iA /M �.`'a �✓ Permit,Type: Th s6 /A► t C/ Yy 0 -P / SC y 0 n Y V V IM /(a,, G Approved w/no comments:❑ Approved w/the below comments: D Denied w/the below comments: 0 This comment sheet shall be kept with the permit and/or plans. Kalvin Switzer-Plans Examiner Date Contractor and/or,Homeowner (Required when comments are present) i , , : I , o _I�, �,,, ---------------- --- T- i : u _ -------- : 1 : 1 , • i I : : - , I : 1 General Notes 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED FLAT WASHERS AND NUTS. HOME. A.CONCRETE&FOUNDATION DESIGN: 3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 TAPCON,REDHEAD,DYNABOLT,PORTECT OR APPROVED ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING PSI MINIMUM. EQUAL. BARRIER REQUIREMENTS OF THE FBC 6th EDITION R 4501.17 IN a" 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ITS ENTIRETY. MINIMUM,3 1/2"NOMINAL THICKNESS. HOT DIPPED GALVANIZED. 3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY 3. FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING 5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X CONTRACTOR yf Vt a3 APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). 4.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL ' 6 IN LIEU OF WELDED WIRE MESH 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT ENSURE BONDING AGENT IS USED FIRST AND ADHERED WITH 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF MINIMUM 3000 PSI GROUT. 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR I' 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. CIRCUMSTANCES BY DRIVING WITH A HAMMER. ON DRAWING S-2. +4°o,y� I+` 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN PROFL 1•E GINEER SEAL 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S FOLLOWING: REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY ENGINEER OF RECORD: OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). BE APPLIED IN CONDITIONS ACCEPTABLE TO AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN MANUFACTURER.FASTENERS SHALL BE A MINIMUM OF SAE David W. Smith P.E. 3/4". GRADE#5 OR BETTER ZINC PLATED. FLORIDA LICENSE:53608 AIR ENTRAINING+/-1%-ASTM C 260. 8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR DESIGN DATA: WATER REDUCING AGENT-ASTM C 494. PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH Thomas L. Hanson P.E. CLEAN POTABLE WATER. 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES NOMINAL DESIGN WIND SPEED Vasd: 101 MPH FLORIDA LICENSE:38654 OTHER ADMIXTURES SHALL NOT BE PERMITTED. FOR USE WITH ACQ PRESSURE TREATED WOOD,OR 2. RISK CATEGORY: 1 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. OTHERWISE NOTED ON PLANS. 3. WIND EXPOSURE: B Myron Max Neal P.E. 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. 4. WIND LOADS: FLORIDA LICENSE:86663 CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, 10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 SCREEN ROOF: N/A 2,&3 ALONG WITH HOT WEATHER CONDITIONS CLASS G-185. SCREEN WALLS: 27 PSF Joel Falardeau P.E. RECOMMENDATIONS. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SOLID ROOF(SCREEN WALL): 23 PSF FLORIDA LICENSE:70667 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, SHALL BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, UNLESS NOTED OTHER WISE. Erik Stuart P.E. VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 FLORIDA LICENSE:77605 SPALLING OR OTHER DETERIORATION. E.REFERENCE STANDARDS: OR EQUIVALENT DENSITY SCREEN MESH: 0.88 ASTM E 119 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 B.MASONRY: ASTME 1300 7. LIVE LOAD: FBC Plans&Engineering 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ASCE 7 300 1b.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. Services, Inc. HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON CURRENT ALUMINUM DESIGN MANUAL-AA ASM35,AND SPEC. 200 1b.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. TYPE M OR S MORTAR. FOR ALUMINUM PART 1-A,&1-B 10 PSF VERTICAL DOWNLOAD ON SOLID ROOF. 6272 Abbott Station Dr.Unit 101 2.ALL MORTAR SHALL BE OF TYPE M OR S. ASTM C94 8. PROPOSED 8"X8"W/(1)#5 REBAR W/25"OVERLAP ON 3"CHAIRS W/4"MONOLITHIC Zephyrhills,FL 33542 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE ASTM C150 SLAB W/FIBER-MESH FILLED W/3000 PSI SHALL BE ADEQUATE TO RESIST THEPh# MAXIMUM COARSE AGGREGATE SIZE OF 3/8". ASTM C33 UPLOADS FOR THE PROPOSED STRUCTURE. Fax 1-(866 8 5314 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING ASTM C260 9. SCREEN ROOF TYPE:N/A Fax#1-(866)824-7894 REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN ASTM C494 10. SOLID ROOF TYPE: 3"X48"X0.030"ELITE EPS COMPOSITE PANEL ROOF 11b FOAM E-mail-erb@fbcplans.com HEIGHT. ASTM A615 DENSITY,FLORIDA PRODUCT APPROVAL,FL 7561-R4. Website-www.fbcplans.com ASTM A185 C.O.A.-#29054 C.ALUMINUM: FLORIDA BUILDING CODE 6th EDITION (CHAPTERS 16,20&23). 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE ALUMINUM STRUCTURAL MEMBERS MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. F.ABBREVIATIONS: DATE: 07/07/2020 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED HOLLOW SECTIONS DRAWN BY:BB 0.024"SHALL APPLY. TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT 2x2:---------------------------------------2"x 2"x 0.044" 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A- TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. REVISION: DATE: SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1. TYP--TYPICAL 2 x 3:---------------------------------------2 x 3"x 0.050" STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR 2.SIM--SIMILAR 2x4:---------------------------------------2"x 4"x 0.050" RO 1 ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3.UON--UNLESS OTHERWISE NOTED 2 x 5:---------------------------------------2"x 5"x 0.050" ALL WORK SHALL COMPLY WITH PREVAILING, RD 2 FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 4.CONT--CONTINUOUS 3x3:---------------------------------------3"x 3"x 0.125" CODES FLORIDA BUILDING CODE, PREPARED BY THE ALUMINUM ASSOCIATION, 5. VIF--VERIFY IN FIELD RD 3 INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 6th NATIONAL ELECTRIC CODE, EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 OPEN BACK SECTIONS AND THE CITY OF ZEPHYRHILLS ALUMINUM). G.RESPONSIBILITY: R Ro 4 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 1 x 2:----------------------------------------1"x 2"x 0.040" ORDINANCES PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 1 x 3:----------------------------------------1"x 3"x 0.045" Job# 20_0625_463 SEPARATION. CODES,LOCAL ORDINANCES,ETC. 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, SNAP SECTIONS PROJECT ADDRESS: THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN USING#12 SPACING MAY BE 24"ON CENTER. DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 2 x 2 SMS:----------------------------------2"x 2"x 0.045" NORRIS 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY CONDITIONS. 2 x 3 SMS:---------------------------------2"x 3"x 0.072" 1 q 35949 SADDLE PALM WAY SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 2 x 4 SMS:---------------------------------2"x 4"x 0.045" JUL o L� ZEPHYRHILLS,ILLS, FL 33541 "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 3 x 3 SMS:---------------------------------3"x 3"x 0.090" REVIEW DATE SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS CONTRACTOR. CITY OF ZEPHYRHI VISIBLE WHEN PANEL IS INSTALLED. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED oNINFORMATIONPROVIDEDBYTHECONTRACTORAND SELF MATING (SMB) CONTRACTOR: 7. 1"X2"X0.045"NON-STRUCTURAL MEMBERS SHALL BE PLAN EXAMINER ATTACHED TO HOST WITH 1/4"0 X 1-3/4"EMBEDMENT&24" MANUFACTURER. 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" TRUE ALUMINUM O.C.MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE 5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" WOOD SCREW WHEN IN WOOD&#I0X 1/2"EMBEDMENT SMS LICENSED P.E.IN ACCORDANCE WITH STANDARD OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL. ENGINEERING PRACTICES. 2 x 6 SMB:- 2"x 6"x 0.050"x 0.120" 2 x 7 SMB:----------------------- 2"x 7"x 0.057"x 0.120" / D.FASTENERS: H.MISCELLANEOUS: 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" 300 18-8,WITH STANDARD FLAT WASHER UNLESS MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH NOTES WITH ACQ PRESSURE TREATED WOOD. WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO TUBE SECTIONS 1 2 x 2:---------------------------------------2"x 2"x 0.090" S- 1 DOOR LOCATION MAYBE DETERMINED S-3 IN THE FIELD BY THE CONTRACTOR. � .®g Ay yp PR©5F # I 4,SNGINEER SEAL ENGINEER OF RECORD: 1X2 s-3 s 3 1X2 DavidAL`I ENSSmith RE. Thomas L. Hanson P.E FLORIDA LICENSE:38654 N ( ( ( ( I Myron Max Neal P.E. ( ( ( 3" COMPOSITE I I I I FLORIDA LICENSE:86663 i� Joel Falardeau P.E. PANEL ROOF m O I SK4 ( SCREEf ROOM I I FLORIDA LICENSE:70667 2X4 I ( I I PER IFT MIN 0 2X4 Erik Stuart P.E. Ln FLORIDA LICENSE:77605 S Ld P E X, ( I ( I ( I I ( ( FBC Plans &Engineering Services, Inc. N I I I I I I I i N 6272 Abbott Station Dr.Unit 101 (� X , S — i X Zephyrhills,FL 33542 EDGII BM I S-3 Ph#(813)788-5314 1X2 ____ - -- ------- --- --- --- --- --- —— —— —— —— —— —— —— 1X2 Faxl±1-[866)824-7894E-mail-erb@lbcplans.com Website-www.fbcplans.com C.O.A.-#29054 38'-0" 0'-0" PROPOSED 8"X 8" W/ DATE: 07/07/2020 (1) #5 REBAR & 4" DRAWN BY:BB MONOLITHIC SLAB REVISION: DATE: RO 1 OX X X X X X RO2 N N N N N H R03 S-3 2X2(TYP) R04 1X2 K.P.TYP. Job#20_0625_463 PROJECT ADDRESS: 7'-6" G NORRIS S-3 35949 SADDLE PALM WAY ZEPHYRHILLS, FL 33541 CONTRACTOR: TRUE ALUMINUM FLOOR PLAN S- 2 /PGHT RI CONDARY ANGLE MIN '��l,lay s0, (4)#10 X 3/4"SMS125 THICK[NOT QUIRED FOR 2X3 m` FASTENING SECONDARY EMBER) ? ANGLE TO COLUMN( ALUMINUM RISER PAN EACH SIDE) RIMARY 2"X 2" - #12 SMS W/10 NEO-WASHERS (4)#10 SMS W/3/4" 0.125"ANGLE (B)-CONCRETE SCREW (2)#10 X 3/4"SMS FASTENING @ B"O.C.(USE SCREW LENGTH WASHERS PER 12 PANEL OPTION#1 ANCHOR INTO SECONDARY I COLUMN TO PRIMARY ANGLE e- as EQUAL TO COMPOSITE PANEL ANGLE(TYP EACH SIDE)(SEE O (TYP EACH SIDE) (4)#10 x 1 Y2"SMS TABLE) 0 s F� THICKNESS PLUS(1)INCH) INTO SCREW BOSSES OPTION#2 O 1"X 2"BASE MEMBER . �sae SEE DETAIL C2 FOR [TYP EACH SIDE) Pa®ft� ` I�RL ENGINEER SEAL ALUMINUM RISER PANS Detail C 2 ANCHOR SPA (1)- CONCRETE SCREW(SEE (MIN)(TYP)(SEE TABLE) d TABLE)ANCHOR INTO PRIMARY ENGINE RECORD: 0.060_1[ "ALUMINUM INTERNAL 2"X2"OR2"X3' OR EXTERNAL RECEIVING ANGLE AND @1/4"0 CONCRETE David W. Smith P.E. MEMBER CHANNEL W/(4)#10 X 3/4" 3"(MIN) SCREW ANCHOR @ INTO INTO BEAM OR 24"O.C.BETWEEN COLUMNS FLORIDA LICENSE:53608 UPRIGHT.(2)#10X 3/4"EA. NOTES: (TYP EACH SIDE) LEG INTO GIRT OR PURLIN- 1/4"&3/8"0 1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY Thomas L. Hanson P.E. (2)-1/4"0 MACHINE I OPTIONAL 1"X 2"FASTENED THROUGH Concrete Screw ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2. FLORIDA LICENSE:38654 BOLTS WITH 3/4" TO COLUMN WITH(2)#10 X 2" S-4 UPRIGHTOR BEAM-SNAP Column Anchor 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING UGH I SMS INTO SCREW BOSSES KI OR SELF MATING OR Size SHALL BE 2-3/4"AT AT ALL UPRIGHT LOCATIONS.ALL SCREW Myron Max Neal P.E. I 22 GA. CKPLATE INSTALLED W/ :: HOLLOW B Min.Spa LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT FLORIDA LICENSE:86663 AND FASTENED TO EDGE #10/3/4"@ 12"O.c POST WASHERS AND EDGE BEAM BEAM WITH(1)#10 X 1-1/2" OPTION 2:VINYLSIDING CHAIR RAIL&GIRT CONNECTIONS 2x31/4" D 0" LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING SMS WITHIN 6"OF COLUMN 2x4-1/4" 1 3" WHEN A PAVER DECK IS PRESENT. Joel Falardeau P.E. CONTINUOUS EDGE BEAM AND @ 12"O.C.MAX 22(5-1/4" 1 3" 3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED FLORIDA LICENSE:70667 POST 2x6-3/8" 1 4" ON S-1,D.FASTENERS,OTHER BRAND&TYPE SHALL BE APPROVED NOTE: EDGE BEAM(SEE SHEET S-2 FOR SIZE)SHALL BE ORIENTED IN DIRECTION SHOWN. 2x7-3/8" 1 3" BY ENGINEER Erik Stuart P.E. 2x8-3/8" 2 3" 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE FLORIDA LICENSE:77605 2x9-3/8" 2 4" CONNECTIONS AS 2X4 SHOWN IN TABLE. ROOF PANEL TO EDGE/END BEAM CONNECTION DETAIL 2x10-3/8" 2 4.5" 5.IF FOR AN IN-FILL,TOP OF COLUMN CONNECTION SIMILAR IF CONCRETE LINTEL.IF WOOD LINTEL SUBSTITUTE 1/4"0 X 3"LAG FBC Plans&Engineering S-3 SCALE:NTS SCREW FOR 3/8"0 LOT FOR BOTH PRIMARY&SECONDARY ANGLES. 6.2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3 Services,Inc. MEMBER. 6272 Abbott Station Dr.Unit 101 2"x 3"OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS Zephyrhills,FL 33542 S-3 SCALE:NTS Ph#(813)788-5314 Fax#1-(866)824-7894 E-mail-erb@fbcplans.com Website-www.fb cplans.com C.O.A.-#29054 BREAK FORM HEADER OR ECEIVING CHANNEL DATE: 07/07/2020 EDGE BEAM PER PLAN #10 SMS AT EACH RISER 2X ALUM. OR PAN OR#10 SMS @ DRAWN BY:BB 8"O.C.FOR COMPOSITE PANEL EXISTING MASONRY REVISION: DATE: WALL GROUTED 2X ALUM.UPRI HT OLID ROOF SOLID RO 1 PER PLAN 0 0 @° CONNECTION RO 2 DOOR a 00 R03 71/40 X 2-1/2" RO 4 MASONRY SCREW 3"FROM 2"x_END BEAM END&@ 24"D.C. Job#20_0625_463 Li (SEE SHEETS-2 FOR SIZE) PROJECT ADDRESS: #10 SMS @ 8"O.C. 2"x 2"x 1/8"x BEAM DEPTH" NORRIS 1X ALUM.OPEN BACK FOR COMPOSITE PANEL RECEIVING CHANNEL 35949 SADDLE PALM WAY W/(1) xN CONCRETE �1'12"OPEN BACK ZEPHYRHILLS, FL 33541 (4)#10 SCREWS PER 12" ANCHOR INTO NTO WALL& S 3 TYPICAL SCREEN DOOR CONNECTION DETAIL WIDTH CONNECTING [4)#10 x 3/4"SMS EACH SCALE:NTS PAN TO HEADER(BOTTOM SIDE INTO BEAM NOTES: OR BACK OF PAN) 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM. NOTE:WHEN ATTACHING TO WOOD STRUCTURES,WOOD LAG SCREW CONTRACTOR: 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(3)HINGES MINIMUM. ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT TRUE ALUMINUM 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4"SMS. FASTEN A 1/4"X3"MASONRY ANCHORS 24"O.C. OF MASONRY ANCHOR SCREWS. 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM (2)ROWS STAGGERED CONNECTING END OF THE UPRIGHT. HEADER OR CHANNEL TO HOST. END BEAM TO HOST STRUCTURE DETAIL SCALE:NTS S 1 ROOF PANEL TO WALL CONNECTION DETAILS DETAILS S-3 SCALE:NTS S- 3 sassµ Lit x �.s GRADE G7 i (1)#5 REBAR CONTINUOUS W/ 25" �k ss OVERLAP AT ALL JOINTS ON 3" H° CHAIRS ' TYPE II MONOLITHIC SLAB PROFESSIONALENGINEERSEAL MODERATE SLOPE FTG ENGINEER OF RECORD: SLOPE: 2°:12"-3°:12" David W. Smith P.E. FLORIDA LICENSE:53608 NOTES FOR ALL FOUNDATION TYPES: Thomas L. Hanson P.E. FLORIDA LICENSE:38654 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL Myron Max Neal P.E. BEARING PRESSURE OF 1,500 PSF. THE BEARING CAPACITY OF THE FLORIDA LICENSE:86663 SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING Joel Falardeau P.E. OF CONCRETE. 2. THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND FLORIDA LICENSE:70667 COMPACTED PRIOR TO POURING OF ANY CONCRETE. Erik Stuart P.E. 3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. FLORIDA LICENSE:77605 FBC Plans &Engineering K Services, Inc. TYPE II MONOLITHIC SLAB FOOTING 6272 Abbott Station Dr.Unit 101 S_ Zephyrhills,FL 33542 `3 Ph#(813)788-5314 Fax#1-(866)824-7894 E-mail-erb@fbcplans.com Website-www.fbcplans.corn C.O.A.-#29054 DATE: 07/07/2020 DRAWN BY:BB #12 TEK SCREW WITH 1-1/4"Q NEO-PRENE WASHER @ 8"O.C.(USE COMPOSITE PANEL ROOF REVISION: DATE: SCREW LENGTH EQUAL TO COMPOSITE PANEL THICKNESS PLUS 1"MIN.) RO 1 RO 2 - - - ---- -------- R03 ------------- -- ---------- R04 ---------- - - Job# 20_0625_463 2X PATIO EDGE BEAM PER PLAN PROJECT ADDRESS: NORRIS (4)#10X4"INTO SCREW BOSS 35949 SADDLE PALM WAY ZEPHYRHILLS, FL 33541 2X PATIO UPRIGHT PER PLAN CONTRACTOR: TRUE ALUMINUM COMPOSITE PANEL ROOF TO END BEAM TO POST CONNECTION DETAIL DETAILS S-4