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HomeMy WebLinkAbout21-1339 v , \ Ci of Ze h rhills _ �.�.%` �.,•;� tY p Y PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BAR-001339-2021 Phone: (813)780-0020 Y Fax: (813)780-0021 Issue Date: 01/25/2021 Permit Type:. Add/Alter (Residential) Prop=arty Number Street Address 32 25 21 0100 01800 0050 7173 Boxer Round Place Owner Information Permit Information Contractor Information Name: ROSS&JUSTINA HICKMAN Permit Type:Add/Alter(Residential) Contractor: HARTSHORN CUSTOM Class of Work:Add/Alter Residential CONTRACTING Address: 7173 Boxer Round PI Building Valuation:$8,325.00 ZEPHYRHILLS,FL 33541 Electrical Valuation:$0.00 Phone: (813)528-5548 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation.$8,325.00 Total Fees: Amount Paid::$12$122.43 � Date Paid:1/25/2021 11:51:17AM Project Description CONSTRUCT SCRN RM 216 SQ FT W/SLAB Application Fees Building Plan Review Fee $40.81 Building Permit Fee $81.62 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 lApplication.All work shall be performed_ in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. I SIGNATURE ='r9- • r PE IT OFFICE :iy:• -_ PERMIT EXPIRES IN--6 MONTHS- PERMIT APPROVED INSPEC '10N — -- - - — CALL FOR INSPECTION-- 8-HOUR NOTICE REQUIRED -- PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780 Building Depanment j� la R1lA o► go Date Re ,(ed- tAblkff re�h�s,Phone Contact for Pei ( g 13 -0 _ 4 Ij u &11114 Owner's Name p Irknnno Owner Phone Number 3 \ Owner's Address e QUh Owner Phone Number Fee Simple Titleholder Name (Owner Phone Number \ � 1 Fee Simple Titleholder Address I JOB ADDRESS Ell-1 , F p b -e n ? 336 Ll I LOT# SUBDIVISION 17tver0( 0 Rainch PARCEL ID# 32 25-21 ` 01,©0 - (J 1 g00 - OObo (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR B ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE SFR Q Comm = OTHER TYPE OF CONSTRUCTION BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK Screen P Oov '1 L 5(r-eer) rCoc! rrd Cth r r BUILDING SIZE 2 j�0 5 �'I �l SQ FOOTAGE �L°• HEIGHT BUILDING VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ U AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION l =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA I =YES NO OF Iff ((•~•� v BUILDER COMPANY �l��r-FSj�err� CL C� -tt f SIGNATURE REGISTERED Y/N FEE CURREN I Y/N Address o 1.3 VQY1-}IA re Co-vt 1 -,3 License# I RE w;-sG-sZ_ ELECTRICIAN COMPANY SIGNATURE REGISTERED Y.f N FEE CURREN Y/.N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N i Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N : Address License# a a.a.a a_a.a.a_a_a i.a.a a a.a 1.1<XIE a.a_I.9.a a.a a a a a a a.a.a.a II a a a a.a 9.1.1_1.44-1_I..9.1.9_3 a_t4, .a_If t_1 X 1-11-31.l 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,'I ' 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 letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) i Driveways-Not over Counter if on public roadways..needs ROW I813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building DepaArrlent NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive F han County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. NLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If t e 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 t e contractor is not licensed as required by law,both the owner and ontractor 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 B ilding Inspection Division—Licensing Section at 727-847-8009. urthermore,,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—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"own,er", 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.ApplicqItion 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 �ayheads, 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 fPr 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 arty 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 IMPROVEMENTS TO YOUR PROPERTII. IF YOU INTE BTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BE G YO FLORIDA JURAT(F.S. 117.03) OWNER OR AGENT CONTRACTOR c3k�� Subscribed and sworn to(or affirmed)before me this Subscribed and sworn 1t' aff a efore me this by /� }7-1 by Who is/are personally known to me or has/have produced Who i$ 'e person�al�l� av knpwf�t me or has/he produced as identification. Y� C! as identification. c Notary Public Notary Public Commission No. Comm 41 Name of Notary-typed,printed or stamped Name o Nota ty ;A v{�rintla 0116I:MPME$ *: 00,allission 4 GG 276457 o; Ex ires December 12,2022 "•'.F,o'c Fy c' Bcnded Thru Troy Fain Insurance 800-385-7019 BOUNDARY & AS-BUILT SURVEY DESCRIPTION*(AS FURNISHED) LOT 5, BLOCK 18, SILVERADO RANCH SUBDIVISION PHASES 7, 913, 11A AND 11B AS RECORDED IN PLAT BOOK 77, PAGE(S) 79-85, OF THE PUBLICI RECORDS OF PASCO COUNTY. FLORIDA. Lft To. urm o I Lngth LT PI 30' GRAPHIC SCALE LOT 4 0 15 30 BLOCK 18 VACANT AS OF 09 04-20 i M l 1 M82-53-52-E 115.00'Ii 31L ow t < pi GO "1 o 'o A boa_ cl :q Lin NCO A all; it S D&AE ri 71 115.00'.t -4 15-00' LOT 6 -.D;q IN BLOCK 11 a I. FORMSCM FOI-Mk'RM 897"w lop or FwMS ADDRESS' E1PVA1 ao fwPOSED 7173 BOXER ROUND PLACE ZEPHYRHILLS,FLCRIDA.33541 FORMSDARD SURVEY DONE 03--26-20 FOR THE BENEFIT AND EXCLUSIVE USE OF. DHI TITLE OF FLORIDA,INC. FEIC MORTGAGE.LLC OLD REPUBLIC NATIONAL TITLE ROSS MICHAEL HICKMAN JUS71NA NICHOLE UCAL23 NOTES: 1.ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD pRA04A0E UAMnE %SMFIED.INCCNSISTENOES HAVE BEEN NOTED ON THE SURVEY,IF ANY, LEGEND: Q FOUND OWL AND b= ma=Nr W.3 S.PROPERTY CORNERS SHOWN HEREON WERE SEY/IFOUNO NCHT OF WAY TIM 0 FIr IRON FM AND CAP WINN- ON 06-04-M UNLESS OTHERWISE SHOWN. DRAINAOC FLOW 1/27 IRON ROD AM CAP DWRM OVATION La 3.THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN _jg— : N—Illr I 1 ROD HEREON FOR EASEMENTS.RIGHT OFT WAY ONS OF A/C AIR CONDITIONER (P) PER FLAT VW WHICH MAY AFFECT THE TITLE THE CONCRETE POINT OF CURVATURE 4.NO UNDERGROUND IMPROVEMENTS HAVE BEEN I LOCATED- CM CONCRETE ULM WALL i Pcr PONT OF comp"D CLEM CNA CORNER NOT ACCESSME PFICP ��QFRZ�Nr 0' CMCRETE PAD PIK a BUILDING 1—SHOWN HEREON ARE NOT TO BE USED TO es POO POW CN CURVE RECONSTRUCT THE BOUNDARY LINES. PZMXI-&RF&IM MAXAMUENT AGENCY rm POW ON LINE G.EEVA71ONS ARE BASED ON PASOO COUNTY BENCHMARK FJJUL FLOW IN RATE W PRO POINT OF OUAVAWRE Pest UMXPER PRO M—M.WW"A MOA'S J4 P M,ELEVATION 99.8V NAVD ISSB DATUM. La XES rp;rN,Y Ls LICENSU)Summ ST,M MATA 7.TREES SHOWN HEREON WERE IDENTIFIED AND POSITIONED D&UE DRAIMME&UTLrIY EkSEMENT S/W SIDEVAIX BY THE CLIENT AFTER THE COMPLETION OF THE POE MV,0E DIMUIZE EASEMENT TYP TYPICAL LANDSCAPING.AND NOT BY THE SURVEYOR AT THE TIME FmAVD PUBLIC ZENW&31.1UM TP rAT&FOWIM"Al) wS THAT THIS FINAL SURVEY WAS PERFORMED IN THE FIELD ON ok& DRAMME a kocm EAMiIairY 7R laffUONE RISER OCI--04-20 ED ELE=Q Box FLOOD NOTE' CERTIFICATION NOTE I HAVE Ewmm THE aptArmma.12,101 t HEREBY carom,THAT THIS SURVEY.sm=TO THE DATE SEPTEMM 2L PROPERTY SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPEARS TO LIE IN ZDW X.AREAS DETERMINED To BE OUTSIDE THE APPLICABLE'MINIMUM TECHNICAL STANDARDS SET MM ANNUAL CHANCE FLOODIPLAX THE SURVEYOR MAKES NO '5NI FORTH By THE FLOWA BOARD &OMM07,160A GUARANTEES AS 8111�MM AND MAP�IW m 7jiE AWYE DfuRIJIMIDN.PLEASE CONTACT THE . ATIVE TO CHAPTER 472-OZ7. LZMAL FJEAA.AGENT FOR VERFICAMUN FLORIDA STATUTES. BEARING BASIS, BEAXM SHOW HEREON ARE BASED CH THE CENTURUKE OF WXER A Dukmsn ROM PLACE SEW S09WOM PER FLAT- C--ANLI fMU=0ATE4 03-16--20 REVISED: Li M\/ I SCA-S-- V-ZD FEET t&MAPPING IN' FOR 49 CERTIFICATION OF AMORIZAMON IMBEIR UWW JAMES W.BOLEMAN PS III lanza LOT B, CERTIFICATION 05-03-20 SHL 3197 MAWRE BOULEVARD.SUM 200 M BOUNDARY&AS-BOLT SURVMEY.62 VALOW"m igo NO. BLOCK 18 FINAL 06-ID4-20 LAF — ORLANDO.FLORIDA 3= WITHOUT THE AUTHENTIC ELECTRONIC SIGNATURE AND FURMBOAR0 03--25-20 AAW C407)426-7M THE AUTHEN11C 91MRONIC SEALCrA FLORIDA CRWANS, PLOT PLAN ii/2a/tO a& LICENSED SURVEYOR AND YAPPER, • Pc 1635 Page 1 of 1 INSTR#2020188138 OR BK 10211 11/05/2020'01:55 PM' Rcpt:2223804 Rec:10.00 DS:0.00 IT:0.00 Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller A w • Permit No. Parcel ID No 32-iZ�-21 -0 ) 06 _0 1 goo —00 v NOTICE OF COMMENCEMENT Stateof Ot)rid.iz Countyof Ma'5/(i THE UNDERSIGNED hereby gives notice that Improvement will be made to certain reel property,and In accordance with Chapter 713,Florida Statutes, the following Information Is provided in this Notice of Commencement 1. DescriptionofProperty. Parcel Identification No.sjluei000 `7 �• )/A Street Address: 1 3 O dl✓ o(e N p 2. General Description of Improvement I 3. Owner Information or lessee Information R the Lessee contracted for the improvement U�P' 6 04-Ce UU PCB P4-e Zllt:riy-tA- Address r„� City stale Interest In Property: Name of Fee Simple Titleholder. ' (If different from Owner listed above) Address u j _fit Stets 4. Contractor: Ij 1/r/'�^a �iV Se"~ GtiM�'�7 'S Name Address City state �y �•� Contractors Telephone No.: E E 3 &16 02 3 l 5. Surety: Name ' Address City state Amount of Bond:S Telephone No.: 8. Lender. Name .-Address City state (r Lenders Telephone No.: Q F- U _ J 7. Persons within the State of Florida designated by the owner upon whom polices or other documents documents may be served as provided by W Section 713.13(txa)(7),Florida statutes: I U- O Name Z_ n F 1 0, `> GL � O , i_ ij 7 uJ Address City State ` rW Telephone Number of Designated Person: 0� ,r L a. In addition to himself,the owner designates of,_ � LLI L 0 LL to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b),Florida Statutes. :E: } W � CJ Telephone Number of Person or Entity Designated by Owner. Q O O W, 9. Expiration date of Notice of Commencement(Ore expiration date may not be before the compll tion of corebuction and final payment to the S S JI contractor,but will be one year from the date of recording unless a different date Is specified): }_ F5 m O U WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT � u- Ld "� Z O OU) ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN 2 a Q } RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY_ A NOTICE OF COMMENCEMENT MUST BE (� Z Q RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT u.1 O O y O WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. -A O U Under penalty of perjury,)declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best O r, O 01 my knowledge and belief. �J 1 Lij Ur) J STATE OF FLORIDA UJ Ly L kr COUNTY OF PASCO 1l / Fm In 5 Signature of Owner or Lessee,or Owners or Lessee's Authorized Of icer/Director/Padner/Manager O Slgnatorye Ttdo/Of ce The foregoing Instrument was acknowledged blare me Me—day of L6 w`.202A b�S S �i c as (hom of authority,e.g.,officer,trustee,attorney In fact)for (name of Xrty on behsO of whom rostrum xecutede ). Personalty Known❑DR Produced Identifieador6191,11 Notary SignatureVLµ�- Type of Identification Produced 16 9% Name(Print) eQ;-hfnj - syri a Notary Puplic State of Florida re�,1]�4' Sabrina Alderman • [ e MY Cgs 8r1ssion 1512021 126676 Ex Exp" �lpr p� wpdata/bcs/ro0ceeommencememyCU53048 a�� . I. General Notes - A.CONCRETE&FOUNDATION DESIGN: HOT DIPPED GALVANIZED. L '4/ 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY .°••••••r•♦ O Io0 BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR ° PSI MINIMUM. 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL \ N G S� • °• O 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI �! PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, MINIMUM,3 1/2"NOMINAL THICKNESS. GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST. 3 554 • 3. FIBECUB IC(3/4"PER YARD MIN MEET ING ETING • APPROPRIATE ACT AND ASTM REQUIREMENTS MAY BE USED THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR �. ° INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED REINFORCING IN LIEU OF WELDED WIRE MESH �( • CIRCUMSTANCES BY DRIVING WITH A HAMMER. ON DRAWING S-2. 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 7. 1"X2"X.045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED 5. ALL SHALL CONFORM TO ASTM A615,BE GRADE Q`o 60(60 KST MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TO HOST WITH 1/4"DIAMETER X 1-3/4"EMBEDMENT&24"O.C. 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE WOOD SCREWBE APPLIED IN w • ®°°•o°®°°°•°• 7. B SOIL ARING MIN., 2"MINIMUM.SHA THICL BE A MINIMUM OF 1500 PSF. MANUFACTURER.N FASTEN RS SHALL BE A MINIMUM OF SAE IN ALUMINUM MEMBERS TYPICAL. ITIONS ACCEPTALE TO WHEN IN WOOD&#10 X 1/2"EMBEDMENT SMS OR TEK SCREWS 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE GRADE#5 OR BETTER ZINC PLATED. 8. PLEASE NOTE:2x2(typ)DIAGONAL BRACING SHALL BE 2"X2"X0.055" FOLLOWING: 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR MATERIAL,UNLESS OTHERWISE NOTED ON S-2. PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN 18-8, JOB DESCRIPTION: SCREEN ENCLOSURE 3/4" FOR USE WITH ACQ PRESSURE TREATED WOOD,OR AIR ENTRAINING+/-1%-ASTM C 260. OTHERWISE NOTED ON PLANS. DESIGN DATA: PROFESSIONAL ENGINEER SEAL 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. WATER REDUCING AGENT-ASTM C 494. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 135 MPH CLEAN POTABLE WATER. G-185. NOMINAL DESIGN WIND SPEED Vasd: 104 MPH ENGINEER OF RECORD OTHER ADMIXTURES SHALL NOT BE PERMITTED. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 2. RISK CATEGORY: 1 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 3. WIND EXPOSURE: B David W. Smith P.E. 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN UNLESS NOTED OTHER WISE. 4. WIND LOADS: FLORIDA LICENSE NUMBER:53608 CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, SCREEN ROOF: 7 PSF 2,&3 ALONG WITH HOT WEATHER CONDITIONS SCREEN WALLS: 25 PSF Thomas L. Hanson P.E. RECOMMENDATIONS. E.REFERENCE STANDARDS: SOLID ROOF(SCREEN WALL): N/A 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 119 FLORIDA LICENSE NUMBER:38654 CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM E 1300 VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASCE 7-16 5. THIS STRUCTURE COMPLIES WITH FBCEB 1103.1/EB 1103.2/EB 1103.3 AND Mark Ronald Dunn, Jr. SPALLING OR OTHER DETERIORATION. AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B THEREFORE HAS NO ADVERSE AFFECT ON THE EXISTING STRUCTURE. ASTM C94 HOST STRUCTURE HAS EXISTING FASCIA. P.E. B.MASONRY: ASTM C150 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 FLORIDA LICENSE NUMBER:7396B 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C33 OR EQUIVALENT DENSITY SCREEN MESH: 0.88 HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM C260 7. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 II Joel Falardeau P.E. TYPE M OR S MORTAR. ASTM C494 8. LIVE LOAD: 2.ALL MORTAR SHALL BE OF TYPE M OR S. ASTM A615 300 lb.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. FLORIDA LICENSE NUMBER:70667 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE ASTM A18S 200 lb.VERTICAL DOWNLOAD ON ENCLOSURE PURLINS. MAXIMUM COARSE AGGREGATE SIZE OF 3/8". FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23) Erik Stuart P.E. 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 7TH EDITION 9. PROPOSED 4"CONCRETE SLAB,W/8"X8"LINEAL FOOTER W/(1)#5,3000 PSI CONCRETE FLORIDA LICENSE NUMBER:77605 REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN CURRENT ALUMINUM DESIGN MANUAL W/6"X6"-#10WWM OR FIBERMESH OVER 6"MIL POLYFILM W/EDGES LAPPED 6"& HEIGHT. TAPED,OVER CLEAN COMPACTED SOIL SHALL BE ADEQUATE TO RESIST THE FBC Plans &Engineering F.ABBREVIATIONS: UPLOADS FOR THE PROPOSED STRUCTURE. C.ALUMINUM: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 10. SCREEN ROOF TYPE:GABLE/I IP Services, Inc. 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT 11. SOLID ROOF TYPE: N/A 6272 Abbott Station Drive Unit 101 TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. Zephyrhills,fl.33542 MINIMUM REQUIREMENTS OF 6005-TS FOR ALLOY WITH A Phone:(813)788-5314 MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 1.TYP--TYPICAL 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 2. SIM--SIMILAR Fax:1-(866)-824-7894 0.024"SHALL APPLY. 3. UON--UNLESS OTHERWISE NOTED ALUMINUM STRUCTURAL MEMBERS Email: W m www.btbcplans.com cplans.comom 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A- 4. CONT--CONTINUOUS C.O.A.-#29054 SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 5•VIF--VERIFY IN FIELD HOLLOW SECTIONS STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR G.RESPONSIBILITY: 2 x 2:---------------------------------------2"x 2"x 0.044" DATE: 01-06-2021 ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 1.ALL SITE IRACTOR WORK ACCORDANCE WITH APPLICABLE BUILDING SHALL BE PERFORMED BYA LICENSED 2 x 2x055:---------------------------------2"---- „x 3"x 0.050 FLORIDA UIL I'G TH PREVAIL M DRAWN BY:DRAYTON FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUALCODESx FLORIDA BUILDING PREPARED BY THE ALUMINUM ASSOCIATION, CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2'x 4"x 0.050" NATIONAL EL C'rRgc CODE, CO�}E. EDITIOINC.WN SHINGTON D.C.THE FLORIDA BUILDING CODE 7TH 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2x5:---------------------------------------2"x 5"x 0.050" AND THE CITY REVISION: DATE: EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN ALUMINUM). DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD �RI11AI4AIh�n z ' YHlLL 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR CONDITIONS. OPEN BACK SECTIONS RO 1 PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE lx 2:-----------------------------------------1"x 2"x 0.040" RO 2 SEPARATION. 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE lx 3:----------------------------------------1"x 3"x 0.045" 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS CONTRACTOR RO 3 THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED SNAP SECTIONS USING#12 SPACING MAY BE 24"ON CENTER. ON INFORMATION PROVIDED BY THE CONTRACTOR AND 2 x 4:----------------------------------2"x 4"x 0.045"Snap Job# 20102108 6. VINYL/ACRYLIC/GLASS PANELS SHALL BE REMOVABLE.THEY MANUFACTURER. SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA 2 x 4H:-------------------------------2"x 4"x 0.060"Snap PROJECT ADDRESS: "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 5:---------------------------------2"x 5"x 0.055"Snap /�a� RESIDENCE SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS ENGINEERING PRACTICES. REVIEW DATIJAN 1 P 2021 7173 BOXER ROUND PL, VISIBLE WHEN PANEL IS INSTALLED. SELF MATING SNIJ CITY OF ZEPHYRHI, . Y ZEPHYRHILLS, FL (ACRYLIC/GLASS WINDBREAKERS INCLUDED) H.MISCELLANEOUS: 2 x 4 SMB:------------------------ x 4"x 0.044"x 0.100" V ZEPHYR i JC,,�{'� 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2x5 5 SMB:------------------------2"x 5"x 0.050"x 0.118" PLAN EXAMINER D.FASTENERS: MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 x 6 SMB:------------------------2"x 6"x 0.050"x 0.120" CONTRACTOR: 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH 2 x 6 H SMB:---------------------2"x 6"x 0.072"x 0.224" HARTSHORN CUSTOM CONT. 300 18-8,WITH STANDARD FLAT WASHER UNLESS WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO 2 x 7 SMB:------------------------2"x 7"x 0.057"x 0.120" 8813 VENTURE COVE ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE 2 x 7 H SMB:---------------------2"x 7"x 0.072"x 0.224" TAMPA,FL 33637 WITH ACQ PRESSURE TREATED WOOD. 2. IF HOME. CONTAINS A SWIMMING POOL OR SPA,THE 2 x 8 SMB:------------- 2"x 8"x 0.072"x 0.224" 2.HEX BOLTS HAS NNUTS.BE ASTM A 325,PLATED WITH STANDARD ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2x8 8 H SMB:---------------------2"x 8"x 0.082"x 0.306" www.hcccscreens.com FLAT WASHERS AND BARRIER REQUIREMENTS OF THE FBC 7TH EDITION 2 x 9 SMB:------------------------2"x 9"x 0.072"x 0.224" 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,PSON,HILTI,BAWL, R 4501.17.1 IN ITS ENTIRETY. 2 x 9 H SMB:---------------------2"x 9"x 0.072"x 0.306" NOTES TAL ME REDHEAD,D ASSOCIATED APPROVED EQUAL. 3 EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 2 x 10 SMB:----------------------2"x 10"x 0.092"x 0.374" 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL S- 1 - -- g?7 •py �a����o4°RPl1�• O4,/ /% e i • 6\60.38654 s • 0 SIONAl' PROFESSIONAL ENGINEER SEAL 2x2 x ENGINEER OF RECORD David W. Smith P.E. 1O w o 6- (U \\ CU o ,/ 17 FLORIDA LICENSE NUMBER:53608 x CU ,� �\ cu i I Thomas L. Hanson P.E. (X \\\ CU /// FLORIDA LICENSE NUMBER:38654 2x4x.060 ) ^ 2x2x.050 2x2x,050 I C2x4x.060 Mark Ronald Dunn, Jr. Ctyp) Ctyp) o \\ o P.E. //// N r \\\\ X a FLORIDA LICENSE NUMBER:73968 / +t��� \\ X Joel Falardeau P.E. 1x2 // \ 1x2 N FLORIDA LICENSE NUMBER:70667 _ Erik Stuart P.E. 7I`3$-Q' '-6" 18'-O�o -6" 3'-0 FLORIDA LICENSE NUMBER:77605 FBC Plans &Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 u Zephyrhills,fl.33542 PR❑P❑SED 4 C❑NCRETE Phone:(813)788-5314 SLAB w/8'x8' LINEAL Fax:1-(866)-824-7894 FOOTER TYP, Email:erb@fbcplanscorn Website:www.fbcplans.com C.O.A.-#29054 DATE: 01-06-2021 NOTE: DOOR L0CATI0N(s) TO DRAWN BY:DRAYTON BE DETERMINED ON SITE. REVISION: DATE: RO 1 16'-8" R02 1x2 Ctyp) RO 3 Job# 20102108 PROJECT ADDRESS: YYY555 RESIDENCE 7173 BOXER ROUND PL, ZEPHYRHILLS, FL CONTRACTOR: HARTSHORN CUSTOM CONT- 8813 VENTURE COVE TAMPA, FL 33637 www.hcccscreens.com ELEVATIONS S- 2 •• eso ;!egqq ITV S ••e S. 3/16"ALUMINUM GUSSET 1"X 5"OR 7"X6"WIDTH EXTRUDED �• • / g • • - 2"x-PURLLNS(SEE A-1 PLATE B#14X 3/4"SMS GUTTER BRACKET(THICKNESS OF LEG • � 3s 54 • NOTE:"H"SHALL BE EQUAL TO THE PRIMARY BEAM DEPTH 4 I e , FOR SIZE)ATTACHED TO @ LAG SCREW SHALL BE 0.125"MIN. (4) 1/4"0 X 2"EMBEDMENT WOOD IN INCHES[LE.A 2X6 PRIMARY BEAM,(H)=(6)1 u e 7t e BEAM w/MIN(4)#10 x 1 " LONG LEG SHALL BE 0.072"MIN) SCREWS @ BRACKET&(1)SCREW OPTIONAL:1"X2"OPEN ® • • SMS • • • • @ EACH BEAM W/(4)#14X3/4"SMS 1" @ 12"O.C.MAX BACK ATTACHED TO HOST (H)-#14 X 3/4"SMS •ATTACHING ANGLE TO BEAM g • "r '['E OF SPA.INTO GUTTER LIP W/(1)1/4"0 CONCRETE • �' , • ',+ EXISTING HOST STRUCTURE SCREW OR LAG WITHIN 6" EACH SIDE(1"MIN.SPACING) 100 • OF BEAM&@ 24"O.C.MAX i �®�0 •e• OR,0 • • • \ •o• J s' • • • ' BETWEEN BEAMS o� +,`,+ • • EAM/PURLIN o (SLOPED OR O • ' FLAK • BEAM/PURLIN (SLOPED OR yPTEw» 2"X 2"X 1/8' • 5"SNAP SUPER 0 FLAT) ANGLE EACH SIDE O i GUTTER W/(4)#14 X 3/4"FOR (B)-1/4"0 CONCRETE SCREWIG 0 % PROFESSIONAL ENGINEER SEAL NOTES: BEAM(4)#12X3/4" 1"X 2"SNAP W/1-1/2"EMBEDMENT INTO0 FOR PURLIN [FASTENING NOT REQUIRED) MAS0NRY(1-1/2"MIN.SPACIN 1. "N"NUMBER of SCREWS IN ANY ENGINEER OF RECORD DIRECTION.(EXAMPLE N=5 FOR 2X6 BEAM) 1"X 2"X 1/16" OR BEAM "B" "N" "Si" "S2" 2. TOTAL NUMBER OF SCREWS PER JOINT RECEIVING [2)#14 X 3/4"SMS(typ)EA.SIDE (B)-1/4"0 X 2"LAG SCREWS David W. Smith P.E. EQUALS 4 TIMES"B". CHANNEL (4)#14 X 3/4"SMS INTO GUTTER INTO WOOD(1"MIN SPACING) SLOPED OR FLAT FROM ANGLE OF BEAM AND MIN.SPACES MAY BE TRIMMED TO 1"X 2"SNAP(typ EACH SIDE) SHEET S-2 FOR SIZE) 2X4 12 4 3/4' 1-Z" 3.PLATE WIDTH SHALL BE DETERMINED EXCESS BEAM [2)#14 X 2"SCREW FASTENING ANGLE (TYP 2 LOCATIONS) ROOF BEAM(SEE FLORIDA LICENSE NUMBER:53608 2X5 12 4 3/4' 1 REQUIRED. BEAM "B" NOTES: 2"X2"X 0.125"ANGLE Thomas L. Hanson P.E, 2X6 16 S 1" 1-i" 4. GUSSET PLATES MAY BE INTERNAL OR NOTES: 2x4 1 1.THE MIN EA.SIDE OF BEAM FLORIDA LICENSE NUMBER:38654 2X7 1 1 EXTERNAL. 1.FASCIA SHALL BE SECURED TO RAFTER TAIL WITH(1)-1/4"0 X 4"LAG SCREW DISTANCE RYS.INTERNAL SCREWS FOR PURLIN PRIOR TO GUTTER INSTALLATION. 2x5 2 STRUCTUR . EXISTING HOST STRUCTURE 2X8 24 7 1" 1-' " CONNECTION MAY BE INCLUDED IN 2.A 7"GUTTER MAY BE USED PROVIDED STRAP LENGTH IS INCREASED 2"IN 2.IF A RECEIVING CHANNEL IS (CONCRETE,GROUT FILLED Mark Ronald Dunn, Jr. 3.. TOTAL NUMBER OF SCREWS. LENGTH. 2x6 2 USED,USE TWICE THE NUMBER CMU OR WOOD) 2X9 24 7 1 1-g 6.GABLE SPLICE HAVE THE SAME PATTERN. 3.HOST STRUCTURE SHALL HAVE 2X4 ROOF TRUSSES(MIN)@ 24"O.C.(MAX)WITH 2x7 3 "B"ANCHORS INTO THE HOST P.E. 2X10 28 8 1" 1-1" 7.MINIMUM EDGE DISTANCE REQUIRED 1/2" 2'-0"OVERHANG(MAX)FOR PRIMARY BEAM TO GUTTER CONNECTION. STRUCTURE.ALL MINIMUM FLORIDA LICENSE NUMBER:73968 -4 2x8 3 SPACING SHALL BE APPLICABLE. OPTION #1 2x9 3 OPTION#2 Joel Falardeau P.E. B BEAM SPLICE GUSSET DETAIL TYPICAL A BEAM TO GUTTER&BRACKET CONNECTION DETAIL A BEAM TO HOST TO CONNECTION DETAIL S-3 SCALE:NTS N.T.S.S_3 2X10 4 S_3 SCALE:NTS FLORIDA LICENSE NUMBER:70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER:77605 FBC Plans&Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 EDGE MEMBER Zephyrhills,fl.33542 1-1/2"X 0.0625"PLATE (12)-#12 X 1"SCREWS OR PURLIN ROOF BEAM Phone:(813)788-5314 (TOP OR BOTTOM) @ 1"SPACING (2)#10X4"SMS INTO SCREW (FLAT OR SLOPED) Fax:Email:(e866)- 4-7894 9 om BOSSES FOR EDGE MEMBERS Website:www.fbcplans.com uam C.O.A.-#29054 2"X2"EDGE BEAM DATE: 01-06-2021 PURLIN I ' (2)#10 X 3"SMS INTOnF 0' DRAWN BY:DRAYTON 1'X2"FASTENED TO COLUMN SCREW BOSSES CONNECTING 0.0625"6063-T6 FLAT PLATE EDGE BEAM TO PURLIN ® OREVISI0N: DATE: WITH(2)#10 X 1-1/2"SMS DIAGONAL ®®® , W/(12)#10X3/4"SMS INTO SCREW BOSSES FOR ® I I (MIN.1/2"EDGE DISTANCE) 0 0 RD 1 SMB OR SNAP COLUMN MEMBER ; I 00 •110 I ; 0 RO 2 RD 3 COLUMN I EDGE MEMBER 2"x2"x2"W/(12)#14x3/4' Job# 20102108 1"X 2"SNAP OR PURLIN SMS EA.LEG RECEIVING CHANNEL ROOF BEAM TO PROJECT ADDRESS: CARRY BEAM(2X4 SMB&2X5 3"x10"BEAM RESIDENCE SMB(10)#14 REQUIRED) 7173 BOXER ROUND PL, NOTE: A RECEIVING CHANNEL(1/16" ZEPHYRHILLS, FL THICKNESS)WITH (4) #10 X 3/4"SMS AT EACH NOTE: CONNECTION MAY BE USED IN PLACE OF THE 1. 3"X8" CARRIER BEAM SIMILAR CONNECTION. CONTRACTOR: (2) #10 X 3"SCREW BOSS CONNECTION. HARTSHORN CUSTOM CONT 8813 VENTURE COVE Q ROOF BEAM TO CARRIER BEAM CONNECTION DETAIL TAMPA, FL 33637 E ROOF BRACING CONNECTION DETAIL SCALE:NTS C SLOPED OR FLAT PURLIN UPRIGHT DETAIL -3 SCALE:N.T.S. www.hcccscreens.com S-� SCALE:NTS DETAILS S- 3 ftI#i, af SPe SECONDARYANGL(MIN (4)#10X3/4"SMS � � ee�G�PJtc°"� E✓�I UPRIGHT 0.12S"THICK NOT REQUIRED FOR 2X3 FASTENING SECONDARY ®e MEMBER) ANGLE TO COLUMN(TYP 1 • o PRIMARY 2"X 2" EACH SIDE) "� s I 4 g�� o � X0.125"ANGLE (2)#10 X 3/4"SMS FASTENING (B)-3/8"0 CONCRETE SCREW a e �• a er COLUMN TO PRIMARY ANGLE ANCHOR INTO SECONDARY 1"X 2"BASE MEMBER • e s (TYP EACH SIDE) O ANGLE(TYP EACH SIDE)(SEE • [ OF O TABLE) O PAVERS ^ e �4e e ♦ /�ri (1)-3/8"0 CONCRETE SCREW � P ANCHOR INTO PRIMARY a e>s • ^ (�ll ANGLE AND @ 1/4"0 CONCRETE / (TYP EACH SIDE) O ANCHORSPA 6 SCREWANCHOR@ c MIN TYP SEE TABLE GRADE ,� 24"D.C.BETWEEN COLUMNS (MIN)(TYP)(SEE[ 7 (TYP EACH SIDE) OPTION#1 OPTION#2 . I 3°(MIN) 2-3/4"MIN.EMBEDMENT B" OR SECONDARY ANGLE MIN (4)#10 x I A"SMS RECEIVING CHANNEL ' (4)#10 X 3/4"SMS - 0.125"THICK(NOT INTO SCREW OR ANGLE EA.SIDE(typ) (1)#5 REBAR CONTINUOUS W/ 25" FASTENING SECONDARY 4UPRIGH REQUIRE➢FOR 2X3 0625"THICKNESS) 8�� ANGLE TO COLUMN(TYPMEMBER) BOSSES (• OVERLAP AT ALL JOINTS ON 3" EACH SIDE) PRIMARY 2"X 2" CHAIRS (B)-3/8"0 CONCRETE SCREW (2)#10 X 3/4"SMS FASTENING ANCHOR INTO SECONDARYCOLUMN TO PRIMARYANGLE ----------------- ® ---------------- PROFESSIONAL ENGINEER SEAL ANGLE TYP EACH SIDE)(SEE ------------------ ---------------- ( (TYP EACH SIDE)TABLE, X 2"BASE MEMBER (TYP EACH SIDE) ENGINEER OF RECORD ANCHOR SPA (1)-3/8"0 CONCRETE SCREW 2"X2"OR 2"X3" 2)#10x 3/4"SMS NOTES FOR ALL FOUNDATION TYPES MIN TYP (SEE TABLE ANCHOR INTO PRIMARY PURLIN OR GIRT EA.LEG) David W. Smith P.E. (MIN)[TYP) TABLE), ��SCREW ANGLE AND @ 1/4"0 CONCRETE [tyP) 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL3"(MIN ANCHOR @ (TOTAL 8 SCREWS EA. BEARING PRESSURE OF 1,500 PSF. THE BEARING CAPACITY OF THE FLORIDA LICENSE NUMBER:53608 24"O.C.BETWEEN COLUMNS CONNECTION) 3/8"0 #23/4"MIN.EMBEDMENT (TYP EACH SIDE) SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING Thomas L. Hanson P.E. NOTES: Concrete Screw 1.NUMBER OFANCHORS"B"IS EACH SIDE INTO THE SECONDARY OF CONCRETE. Column Anchor ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2. 2. THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND FLORIDA LICENSE NUMBER:38654 Size 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING H COMPACTED PRIOR TO POURING OF ANY CONCRETE. B Min.spa SHALL BE 2-3/4" PURLINORGIRTTOBEAMORPOSTDETAIL Mark Ronald Dunn, Jr. 2x3 LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT C_^ SCALE:NTS 3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. 2x4 = = LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING J `i• P.E. 2X5 1 3" WHEN A PAVER DECK IS PRESENT. 2x6 4 3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON 11W RED K TYPE II MONOLITHIC SLAB/FOOTING FLORIDA LICENSE NUMBER:73968 HEAD®LOT 3/8"0 STAINLESS STEEL CONCRETE SCREW.OTHER SIZE 2x7 1 SCALE:N.T.S. 2x8 2 3" OR TYPE OF ANCHORS SHALL NOT BE USED. _ 2X9 2 4 4.ZX3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN W TABLE. Joel Falardeau eau P.E. 2X10 4. 5.WHEN CONNECTING TO WOOD USE IDENTICAL SIZED WOOD LAG, FLORIDA LICENSE NUMBER:70667 6.2X2 MEMBER USES PRIMARY CONCRETE CONNECTION ONLY, G 2"x 3"OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS Erik Stuart P.E. S 4 SCALE:NTS FLORIDA LICENSE NUMBER:77605 FBC Plans&Engineering (4)-3/8" 0 CONCRETE Services, Inc. SCREW STAGGERED W/2-3/4" 6272 Abbott Station Drive Unit 101 EMBEDMENT Zephyrhills,fl.33542 s. ------------------------------------------ (MIN.EDGE DISTANCE=3" Phone:(813)788-5314 10' • �I — -----------� S1 MIN SPACING 2") Fax:1-(866)-824-7894 4• Y ♦\ Email:erb@fbcplans.com I O O "x3"x2"W/(8)#14 x 3/4" Website:www.fbcplans.com 0 I�0 SMS EA LEG RECEIVING \ 21• C.O.A-#29054 CHANNELF0R CONTINUED i N j%0 0�' 0BEAM(IFREQUIRED) \\\ W DATE: 01-06-2021 O O \\ DRAWN BY:DRAYTON { ---------- -- 3"x10"POST&BEAM --------------------- ------ -- Z"x3"x2"W/(8)#14x3/4" 3"XB"REDUCE REVISION: DATE: 3'x10" I (24)#14x3/4",\ S SMS EA.SIDE UPRIGHT EXPONENTIALLY) 2"x3"x2"W/(8)#14 x3/4"J PERPENDICULAR r 0 SMS EA LEGRO 1 SMS EA.LEG RECEIVING i � BEAM i (SEE TABLE) INTO RECEIVING CHANNEL CHANNEL FOR CONTINUED \ (IF REQUIRED) TOP VIEW RO 3 RO2 BEAM(IF REQUIRED) r\ .125"GUSSET PLATE 3"x10" 3"x 8" \\� -O. I EA SIDE INTERNAL l I (3"X8"REDUCE Job#20102108 S _8 6 \ O I 3"x10"POST&BEAM 51 6 6 \\\O O I 3"x10"POST&BEAM 2'x3"x2"W/(8)#14x3/4' l I I SMS EA.SIDE UPRIGHT EXPONENTIALLY) PROJECT ADDRESS: PER-SIDE PER-SIDE O i I 4)-3/8" CONCRETE -gi' \ O I INTO RECEIVING CHANNEL 48 40 1 O O O SCREW EMBEDMENT GEREDW/2-3/4" RESIDENCE TOTAL# TOTAL# 7173 BOXER ROUND PL, 96 80 O O O O I (MIN.EDGE DISTANCE=3" MIN SPACING 2") ZEPHYRHILLS,I NOTES: v L- - --•- --i-: CONTRACTOR: 1.INTERNAL GUSSET PLATE SHALL BE NO LESS THAN.125"6005-T6 OR 6061-T6. IT.2.WHEN PERPENDICULAR BEAM OR CONTINUED FACE BEAM IS REQUIRED,USE.125" d 4 G c A HARTSHORN CUSTOM CONT. MINIMUM(8.25"X2.5"x2")RECEIVING CHANNEL&SHALL BE ATTACHED W/(8)#14 x i c 8813 VENTURE COVE 3/4"SMS ATTACHING CHANNEL TO POST&(10)#14 x 3/4"SMS TO BEAM EA SIDE. TAMPA, FL 33637 3,IF BEAM SPLICE IS REQUIRED USE 3/16"GUSSET PLATE,24"STRAIGHT W/SAME 2 (min) AMOUNT OF SCREWS. WWW.hcccscreens.COIT1 GL FRONT VIEW PICTURE WINDOW f3"x1O"&3x8"]CONNECTION DETAIL DETAILS S-4 SCALE:NTS G1 3"X10"&3"X8"POST CONNECTION DETAIL S q SCALE:NTS `Y S-4