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HomeMy WebLinkAbout20-208 F YIRIOfl Cityof Ze h rhills p Y _ PERMIT,'NUMBER w, 5335 Eighth Street Zephyrhills, FL 33542 BAR-000208-2020 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 07/06/2020 Permit Type: Add/Alter (Residential) Property Number Street Address 35 25 21 0120 00000 1060 7609 Jeno Street Owner Information- Permit Information Contractor Information Name: PAMELA GARR Permit Type:Add/Alter(Residential) Contractor: TRUE ALUMINUM INC Class of Work:Add/Alter Residential Address: 7609 Jeno St Building Valuation:$5,600.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: Mechanical Valuation:$0.00 ✓ �(� Plumbing Valuation:$0.00 Total Valuation:$5,600.00 qAyDQ- Total Fees:$102.00 Amount Paid:$102.00 Date Paid:7/6/2020 11:11:58AM Project Description SCREEN RM 12 X 16 W/PAN ROOF CONCRETE SLAB Application Fees Building Permit Fee $68.00 Building Plan Review Fee $34.00 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 2 (/ Date Received .►3—� phone Contact for Permitting J 9 I _ so 3 991811Eaa ateaa e Owner's Name IG \\ Owner Phone Numb r Owner's Address V J P r1 o � Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS I o ,l' Q 7 Q \,\r UY`l�� LOT# SUBDIVISION F PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR ALL REPAIR SIGN = DEMOLISH INSPROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION BLOCK Q `�,FRAMEE r+ _� STEEL DESCRIPTION OF WORK �/ ` - 5\030 1I 5 I vp Ph r BUILDING SIZE 2. - I SQ FOOTAGE L ` Z HEIGHT «F_c-r BUILDING $ /_ nr VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY 0 W.R.E.C. =PLUMBING is (P I)0� =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION Cp =GAS = ROOFING Q SPECIALTY OTHERr� . FINISHED FLOOR ELEVATIONS FLOOD ZONE DYES NO ffiffigilffifffif BUILDER COMPANY SIGNATURE F REGISTERED Y/N FEE CURREN Y/N Address I License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N I FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address ,p Liiclense# OTHER COMPANY DUAL 'A UN\\ r~ NATURE REGISTERED Y/N FEE CURREN Address V C`AAJ License# S C C I '? 1 t 1 S 13 1 I EIillEii�tt !)E$tIt!!!tt[i lttllit![1Eittl! iEE[$F7[IE[ EltIS € IIiF!€iEl� i t! [E filial 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,Slormwater 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 letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 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 properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—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:1 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 W"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 FINANCING C-ONSULT LENDERWITH YQUIR BEFORE FLORIDA JURAT(F.S.1 3) _) OWNER OR AGENT C CTOR or i Subscribed and sw o rme ore me this ubscribe swor to(or affirme befor a this b by Who is/are per nally known to me or has/have produced Who is/are personally known to me or has/have produced as identification. as identification. Notary Public Notary Public Commission No. Commission No. EM I 2S D Name of Notary typed,printed or stamped Wamo of Not ary typed,printed or stamped /] , E-��9 EMILY SINES ary Public-State of Florida Commission M GG 327631 Comm.Expires Apr 24,2023 hrough National Notary Assn. su -ate. ° 7609 JENO STREET, LOT 105 -CBEARIN4 SAM 1b4h7tP3- ZEPHYRHILLS, FLORIDA 33540 ���� °�, p� �1� 5' DRAINAGE EA.SEgEENT(P) 10 .2�? if 6' DRAINAGE EASEtuIENT(P) A SUBDIVISION ACCORDING LOT 106, CRESTVIEW HILLS. � . TO THE' PLAT THEREOF RECORDED AT PLAT BOOK 53, �ft��� g5:08 21.88'� PAGE 124, IN THE PUBLIC RECORDS OF PASCO C # COUNTY. FLORIDA. } c a /Q0 ' V� ONE STORY' 4 =DRN � o 1. This is a Boundary Survey. ' R3EJS.#7609 ! 4 2. This Survey was prepared without the benefit of a f Title Commitment. Q r + cw b 3. Field survey was completed on 10/13/2015. O ! 6.75' 4. Bearings are based an an assumed meridian and IC.Q?'�' 0� matched to the North line of Lot 106 as being : ' ,a J —'r p N 89-40*41" E, as shown hereon._ H !. �' c 4 5. No underground utilities, underground encroachments a:.� `� or building foundations were measured or located as a in VP part of this survey. -Unless otherwise noted. �"® ! 0.67' 6. Attention is directed to the fact that this survey may ��' RETAINING 53.79'. have been reduced or ohlarged In size due to WALL 23.33' reproduction. This should be taken into consideration N EM when obtaining scaled data. --- 7. All l3sarings and Distances reflect .both Plat and Field 5 DRAINAGE EASEMENT(P) { measurements, unless noted otherwise. GpE 5' DRAINAGE EASEMENT(P) 1 o®�a. �•®®7Cb cC 'Il�!'°A„3t3Flid"�.Aa`.'�.'ICcCA7�T j"— ���9"4ii'43°E^— ----- ------ _._., �.�,�.� _��, The property appears to be located in Flood Zone "X" LOT 107 (Areas determined to be outside the 0.2% annual chance floodplain) according to FIRM panel #12101 CO293F. having an effective date of September-26. 2014. LW CMVE TAME ' NUM BEARING DISTANCE NUM ARC RADIUS: BEARING DISTANCE L1 F S7'37'52-W 8.63' C1 F 51.01' 475.00' N3'36'557E 50.98' L1 P S6 52'05RW 8.52-` C1 P . 51.181. 475.00' N3'46'53i E 5i.15' Q Denotes a Found 1/a" Iron Rod (F)= Field Measurement }J w/ Cap Stomped "L8jP4eb93' (p)�+ Plat or Plot Maasur:Gment m Denotes a Found Nail de Disk A/C o Air Conditioner Stomped 'L8#4493- CONC a Concrete Transformer COV— Covered —0.M_ 7° M0"o f cE— Covered Entry ® o Utility Miser EM© Electric Meter PgMeia,.,.Ruth_;Garr ® a water Motor R/W— Right-ref—way Frs4d6,m-. ,Mdrtt,�igi Corporation � RES.— Reeideno® Alpha .Qlrvt rga 't' 1fIe,.,'Gasrvices. Inc, SWIL a Concrete sidewalk i Old Repulalic Natioh,41 Title Insurance Company This �o+intlary Surv4,is not valid without the signature and 6-ig in, l�I�aisad seal of a Florida 'licensed Surveyor Robert S. Curtis. PSM, Inc. SCE 'T'0ls 140. csnd CRESTVIEW HILLS 14502 N. Dale Mabry HwY, Ste. 200 ®96 1;� 0 2 � " �2465 � ' 93 ' r��` �.ts f f G �r✓ Tampa. Florida 33618 PASCO COUNTY (incise) : 813/500-1 5 SEC. 35 TWP. 25 S RGE. 21 E ROC Robert B: dblet3'6°° Date of Signature (email) curtie,robertb�dgenail.coin Clla'b BY RBC 81� 9 ® ° 1 Florida Pr'of®ssional Surveyor and Mapper Number 6051 { 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED General Notes 141I Ii j, FLAT WASHERS AND NUTS. HOME.A �t 1.CONCRETE. ALL NCRTTE GRADE BEAMS AI DN DESIGN: SHALL BE 3000 3. TAPCON,REDHEAD,DYNABOLT,T,PORTL BE, ECT OR SON,APPROVED TI,RAWL, 2. ENCLOSURE SHALSURE L COMP YAINS A SWITHRESIDENTIAL SG POOL OR WIMMING �A,THE L t • o � �d��� PSI MINIMUM. EQUAL. BARRIER REQUIREMENTS OF THE FBC 6th EDITION R 4501.17 IN ° e ��G N S�o`'•��i ®� 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ITS ENTIRETY. • so MINIMUM,3 1/2"NOMINAL THICKNESS. HOT DIPPED GAL VANIZED. 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. 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 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 p� `•a O R\Q •�� �� 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTEDBE 3000 7. SOIL BEARING PRESSURE LE SH LL BE A MINIMUM OF 1500 PSF. 7. ALL EXPANSION ANCHOR. CIRCUMSTANCES BY S SHAL BE DESG WITH A IGNED IN R. ON DRAWING S-2. _``��� 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S PRO kkY SEAL 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: 23 PSF Joel Falardeau P.E. RECOMMENDATIONS. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SOLID ROOF(SCREEN WALL): 20 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. 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 Erik Stuart P.E. VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, OR EQUIVALENT DENSITY SCREEN MESH: 0.88 SPALLING OR OTHER DETERIORATION. E.REFERENCE STANDARDS: 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 FLORIDA LICENSE:77605 ASTM E 119 7. LIVE LOAD: B.MASONRY: ASTM E 1300 3001h.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. FBC Plans&Engineering 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ASCE 7 200 lb.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON CURRENT ALUMINUM DESIGN MANUAL-AA ASM35,AND SPEC. 10 PSF VERTICAL DOWNLOAD ON SOLID ROOF. Services, Inc. TYPE M OR S MORTAR. FOR ALUMINUM PART 1-A,&1-B 8. PROPOSED 8"X8"W/(1)#5 REBAR W/25"OVERLAP ON 3"CHAIRS W/4"MONOLITHIC 6272 Abbott Station Dr.Unit 101 2.ALL MORTAR SHALL BE OF TYPE M OR S. ASTM C94 SLAB W/FIBER-MESH FILLED W/3000 PSI SHALL BE ADEQUATE TO RESIST THE Zephyrhills,FL 33542 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE ASTM C 150 UPLOADS FOR THE PROPOSED STRUCTURE. MAXIMUM COARSE AGGREGATE SIZE OF 3/8". ASTM C33 9. SCREEN ROOF TYPE: N/A Ph#(813)788-5314 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING ASTM C260 10. SOLID ROOF TYPE: 3"X12"X0.030"RISER PAN PANEL ROOF,FLORIDA PRODUCT Fax#1-(866)824-7894 REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN ASTM C494 APPROVAL,FL 22840.2 OR EQUIV. E-mail-erb@Ibcplans.com HEIGHT. ASTM A615 Website-www.Ibcplans.com ASTMA185 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: 05/18/2020 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED HOLLOW SECTIONS 0.024"SHALL APPLY. TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT DRAWN BY:ST 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- 2 x 2:---------------------------------------2"x 2"x 0.044" SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 2 x 3:---------------------------------------2"x 3"x 0TIP .050" REVISION: DATE: STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR 1 SIM--TYPICAL 2. IM--SIMILAR 2x4:---------------------------------------2"x 4"x 0.050" RD 1 ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3.UON-UNLESS OTHERWISE NOTED 2 x 5:---------------------------------------2"x 5"x 0.050" FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, 4.CONT-CONTINUOUS 3 x 3: 3"x 3"x 0.125" IN INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 6th 5' VIF--VERIFY IN FIELD EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 OPEN BACK SECTIONS ALL WORK SHALL COI�IPLY WI`T'H ALUMINUM). G.RESPONSIBILITY: CODES FLORIDA BUILDING CODE, RD 3 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" NATIONAL ELECTRIC CODE- _ RD 4 PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CODES, ORDINANCES ETC.TH APPLICABLE BUILDING 1 x 3:----------------------------------------1"x 3"x 0.045" AND THE CITY OF ZPpHYRHILLS SEPARATION. Job# 20_0518_259 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, ORDINANCES THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN SNAP SECTIONS PROJECT ADDRESS: USING#12 SPACING MAY BE 24"ON CENTER. DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 2 x 2 SMS:----------------------------------2"x 2"x 0.045" GARR 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY CONDITIONS. 2 x 3 SMS:---------------------------------2"x 3"x 0.072" 7609 JENO ST 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" ZEPHRYHILLS, FL 33540 "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" SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS CONTRACTOR. VISIBLE WHEN PANEL IS INSTALLED. 4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED REVIEW DAT_U. 2 2020 7. 1'X2"X0.045"NON-STRUCTURAL MEMBERS SHALL BE ON INFORMATION PROVIDED BY THE CONTRACTOR AND SELF MATING (SMB) CITY OF ZEPHYR CONTRACTOR: ATTACHED TO HOST WITH 1/40 X 1-3/4"EMBEDMENT&24" MANUFACTURER. 2 x 4 SMB:--------------- --- 2"x 4"x 0.044"x 0.100" O.C.MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2x5 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" PLAN EXAMINER TRUE ALUMINUM WOOD SCREW WHEN IN WOOD&#10X 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 S- 1 2 x 2:---------------------------------------2"x 2"x 0.090" DOOR LOCATION MAY BE DETERMINED IN THE FIELD BY THE CONTRACTOR. ��'�'� ®••eNSE�''�� ®�� tb tioj •' \C Y •°• ®� • o g ® t • S-3 ED P ER SEAL __ _ Lo: ENGINEER OF RECORD: 1 x2 1x2 David W. Smith P.E. FLORIDA LICENSE:53608 ATTACH TO FASCIA I Thomas L. Hanson P.E O 'U I Ili O FLORIDA LICENSE:38654 III I III I Myron Max Neal P.E. X III i III X 1' ill II FLORIDA LICENSE:86663___: r 2x4 o III II' 2x4 Joel Falardeau P.E. O 11 3" RISER PAN ROOF 1Ill FLORIDA LICENSE:70667 II SCREEN ROOM Erik Stuart P.E. cNlli 0- II Ili O O FLORIDA LICENSE:77605 �--j ->' �— III III , I r� III III FBC Plans &Engineering N ;II II; X Services, Inc. Y II _?x GE�d II N Y 6272 Abbott Station Dr.Unit 101 Zephyrhills,FL 33542 Ph'*(813)788-5314 16 — Fax#1-(866)824-7894 E-mail-erb@fbcplans.com 1 8'—0" Website-www.fbcplans.com PROPOSED 4" C.O.A.-#29054 MONOLITHIC SLAB DATE: 05/18/2020 DRAWN BY:ST REVISION: DATE: RO 1 RO2 O CjW N N H NW R03 S-4 a_ RO 4 �� 2x3(typ) Job# 200518259 O K.P.(typ) PROJECT ADDRESS: 1 x2 GARR 7609 JENO ST ZEPHRYHILLS, FL 33540 (typ) CONTRACTOR: TRUE ALUMINUM FLOOR PLAN S- 2 UPRIGHT QR°+a ��aaasa••mcS ���® ALUMINUM RISER PAN SEE NOTE#5 /RIGHT (NOT MIN �e ' a4{�S F •°•®•�Y '00 (H)#12 X 3/4"SMS REQUIRED FOR 2X3 `� • L FASTENING SECONDARY MEMBER) • v� a ANGLE TO COLUMN(TY n #10 SMS W/1"0 NEO-WASHERS (4)#10 SMS W/3 4" EACH SIDE) / PRIMARY 2"X 2" ° ( • @ 8"O.C.(USE SCREW LENGTH WASHERS PER 12"PANEL EQUAL TO COMPOSITE PANEL x o.1zs"ANGLE " (B)-3/8"0 CONCRETE SCREW • �1d w (2)#12 X 3/4"SMS FASTENING a • •'� THICKNESS PLUS(1)INCH) ANCHOR INTO SECONDARY COLUMN TO PRIMARY ANGLE ANGLE(TYP EACH SIDE)(SEE O TABLE) O (TYP EACH SIDE) ® •° �� "•• �Aa �lQ SEE DETAIL C2 FOR o 1"X 2"BASE MEMBER �j�."°"••o•4"°° �,� �•'k ALUMINUM RISER PANS Detail C2 OPTION#1 (TYP EACH SIDE) �� BONS. (4)#10 x 1'W"SMS 2-1 2"ANCHOR SPAC. (1)-3/8"0 CONCRETE SCREW PRO f1 ER SEAL INTO SCREW BOSSES_\_ / d ANCHOR INTO PRIMARY OPTION#2 (MIN)(TYP)(SEE TABLE) ANGLE AND @ 1/4"0 CONCRETE ENGINEER OF RECORD: 3°(MIN) --� 24"O BETWEENCOLUMNS David W. Smith P.E. (TYP EACH SIDE) FLORIDA LICENSE:53608 2,X2"OR 2"X3„] F .060"ALUMINUM INTERNAL 1/4"0 NOTES: MEMBER OR EXTERNAL RECEIVING Concrete Screw 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 CHANNEL W/(4)#10 X 3/4" Column Anchor ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2. BOLTS WITH 3/4"_/ I INTO INTO BEAM OR Size 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING FLORIDA LICENSE:38654 TO COLUMN WITH(2)#10 X 2" UPRIGHT.(2)#10X 3/4"EA. B Min.Spa SHALL BE 2-3/4"AT AT ALL UPRIGHT LOCATIONS.ALL SCREW WASHERS THROUGH I SMS INTO SCREW BOSSES LEG INTO GIRT OR PURLIN- 2x3 LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT Myron Max Neal P.E. POST AND EDGE BEAM i AND FASTENED TO EDGE e 2x4 LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING FLORIDA LICENSE:86663 WHEN A PAVER DECK IS PRESENT. BEAM WITH(1)#10 X 1-1/2" S-4 ............;. UPRIGHT OR BEAM-SNAP 3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERS SMS WITHIN 6"OF COLUMN �y OR SELF MATING OR APPROVED ONTHE S-1 NOTES PAGE. Joel Falardeau P.E. I 22 GA.KICKPLATE INSTALLED W/�•;;;•;:::; HOLLOW 3/B CONTINUOUS EDGE BEAM AND @ 12"O.C.MAX #10/3/4"@ 12"O.G Concrete Screw 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE FLORIDA LICENSE:70667 OPTION 2:VINYL SIDING CHAIR RAIL&GIRT CONNECTIONS Column Anchor CONNECTIONS AS 2X4 SHOWN IN TABLE. POST S.FORA 2x4 POST:FOLLOW FASTENING DETAIL ABOVE USING(2) Erik Stuart P.E. NOTE: EDGE BEAM(SEE SHEET S-2 FOR SIZE)SHALL BE ORIENTED IN DIRECTION SHOWN. Size B I Min.Spa 2"X2"x2"x.125 ANGLE CLIPS ON EACH SIDE.USE(2)#12X3/4"SMS 2x5 FASTENING COLUMN TO ANGLE CLIP(TYP @ EACH ANGLE CLIP) FLORIDA LICENSE:77605 S 2x6 1 (4 TOTAL SCREWS ON EACH SIDE OF POST) ROOF PANEL TO EDGE BEAM CONNECTION DETAIL 2x7 1 6.FORA 2x5 POST:FOLLOW FASTENING DETAIL ABOVE USING(2) FBC Plans&Engineering S-3 SCALE:NTS 2x9 82 FASTENING COLUMN TO ANG E CLIP (3)#12X3/4"SMS 2"X2'x2"x.125 ANGLE CLIPS ON EACH SIDE.USE(TYP @ EACH ANGLE CLIP) g g Services, Inc. 2x10 2 I 4.5 (5 TOTAL SCREWS ON EACH SIDE OF POST) 6272 Abbott Station Dr.Unit 101 2"x 3"OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS Zephyrhills,FL 33542 SCALE:NTS Ph#(813)788-5314 USE CONNECTION DETAIL FOR TOP AND BOTTOM WHEN APPLICABLE Fax#1-(866)824-7894 E-mail-erb@fbcplans.com Website-www.fb cplans.corn C.O.A.-#29054 OPTION#3 MOUNT RECEIVING CHANNEL 3"RECEIVING CHANNEL DIRECTLY TO FASCIA WITH(2)1/4"X 2"LAGS EDGE BEAM PER PLAN W/(2)#12 X 1"SMS @24"O.C.INTO RAFTER TAIL&(1)@ 12"O.C. DATE: 05/18/2020 2X ALUM. 1-1/4"NEOPRENE WASHER @ 16"O.C.TO FACE OF GUTTER DRAWN BY:ST ---------------------- -- REVISION: DATE: 7 / EXISTING MASONRY RO 1 PER PLAN • •• SOLID RO 2 DOOR OPTION#1 ROOF GUTTER FACE 0 0 @ CONNECTION RO 3 iLl 3"RECEIVING CHANNEL W/ #10 X 4"SMS,1-1/4"NEOPRENE 1/4"X 2 1/2"MIN. 100 RO 4 WASHER @ 8"O.C.PER PANEL LAG SCREWS @ 12"O.C. MASONRY SCREW 3"FROM Job# 20_0518_259 2"x_END BEAM END NR 24"DC.___J I(SEE SHEET S-2 FOR SIZE) PROJECT ADDRESS: 2"x2"x 1/8"x BEAM DEPTH" GARR RECEIVING CHANNEL 1 1X ALUM.OPEN BACK ANCHOR 4TO W/(1)1/4"x 3"CONCRETE "X2"OPEN BACK 7609 JENO ST x3/ "SMS A& ZEPHRYHILLS, FL 33540 CH TYPICAL SCREEN DO NOTES: S-3 OR CONNECTION DETAIL (4)#10 SIDE INTOBEAM SCALE:NTS NOTE:WHEN ATTACHING TO WOOD STRUCTURES,WOOD LAG SCREW THE HOST STRUCTURE GUTTER BRACKET @ SHALL HAVE AT LEAST A 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM. BEAM&@ z4"D.C. "x4"FASCIA AND ROOF OF MASONRY ANCHOR SCREWS. ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT CONTRACTOR: 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(3)HINGES MINIMUM. . I TRUSS SYSTEM. TRUE ALUMINUM 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4"SMS. FASTEN A CONTRACTOR SHALL END BEAM TO HOST STRUCTURE DETAIL 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM SUPER GUTTER VERIFY THIS AND IF SCALE:NTS END OF THE UPRIGHT. SMALLER-CONTRACTOR SHALL BRING STRUCTURE OPTION#2 ROOF ON GUTTER LIP UP TO A 2"X4"FASCIAAND ENSURE LESS THAN A 2'-0" OVERHANG. S1 OPTION#1,#2&#3 COMPOSITE ROOF TO GUTTER DETAIL DETAILS S SCALE:NTS S- 3 A4,S' 38654 • #10X3/4"TEK SCREW 3"X12" GRADE d • ° k/ W/1-1/4"NEO-PRENE WASHER ALUMINUM RISER PAN ROOF d� �P..•p jv '� 4 PER PAN EDGE BEAM <. AND 8" @END BEAM ✓i s°"� ge,•e� �••yed � ��rd+: (1)#5 REBAR CONTINUOUS W/ 25" OVERLAP AT ALL JOINTS ON 3" PR F I SEAL 8" CHAIRS ENGINEER OF RECORD: TYPE II MONOLITHIC SLAB MODERATE SLOPE FTG David W. Smith P.E. 2X SMB/PATIO SLOPE:2":12"-3 :12" FLORIDA LICENSE:53608 EDGE/END BEAM PER PLAN (4)#10X4"INTOSCREWBOSS Thomas L. Hanson P.E NOTES FOR ALL FOUNDATION TYPES: FLORIDA LICENSE:38654 EDGE PATIOUPRIGHTPERPLAN i. 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 ss3 SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING Joel Falardeau P.E. OF CONCRETE. ALUMINUM RISER PAN ROOF, POST,AND END BEAM 2. THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND FLORIDA LICENSE:70667 CONNECTION DETAIL 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 TYPE II MONOLITHIC SLAB FOOTING S-4 Services, Inc. 6272 Abbott Station Dr.Unit 101 Zephyrhills,FL 33542 Ph#(813)788-5314 Fax#1-(866)824-7894 E-mail-erb@fbcplans.com Website-www.fbcplans.com C.O.A.-#29054 DATE: 05/18/2020 DRAWN BY:ST REVISION: DATE: RO 1 RO 2 RO 3 RO 4 Job# 20_0518_259 PROJECT ADDRESS: GARR 7609 JENO ST ZEPHRYHILLS, FL 33540 CONTRACTOR: TRUE ALUMINUM DETAILS S-4