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HomeMy WebLinkAbout23-7159WWI- M- --BAR-007159-2023 Issue Date: 12104/2023 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. J1111111 JIMMY iiiiiiiiiiii III I'll, III iIillillIIilillIllIl Fill, giiiiiiiiii I IIIIIIIII III I III 1&, 52111-1: ---Qt1QA1G1ttw "I I=. = �11 1p!q Jill Coomplete 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. C TRACTOR SIGNATURE PlEfAIT OFFICE[) PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION rar 7 ill Roffill 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received V: t Phone Contact for Permitting a IA II aIg �. .a_E. E#3 1 Owner's Name: °�"J�I Owner Phone Number Owner's Address` Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder °Address JOB ADDRESS 1 �� F )t Q g G % t LOT # C._. SUBDIVISION ( 1 C� PARCEL ID# p , is � � C11_0 (OBTAINED FROM PROPERIT �Y TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/AL.T L SIGN L� DEMOLISH 11 _J INSTALL REPAIR 8 PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME. STEEL��� DESCRIPTION OF WORK s� BUILDING SIZE I I SO FOOTAGE HEIGHTCRI BUILDING IS,t o f -Z. VALUATION OF TOTAL. CONSTRUCTION J=ELECTRICAL =PLUMBING =MECHANICAL =GAS ROOFING FINISHED FLOOR ELEVATIONS AMP SERVICE C PROGRESS ENERGY VALUATION OF MECHANICAL INSTALLATION SPECIALTY OTHER FLOOD ZONE AREA =YES NO e }j ] W.R.E,C. BUILDER ' ` COMPANY [ffW611" y Se SIGNATURE ;.- �"` <'' ,R r ..� REGISTERED � FEE CURReN Y t N Address License # ELECTRICIAN �P � COMP SIGNATURE REGISTERED F ANY Y / N EE CURREN Y / NN Address License # F PLUMBER COMPANY SIGNATURE REGISTERED Y / N EE cuRREN Y / N Address License#w_� MECHANICAL � COMPANY SIGNATURE REGISTERED Y! N FEEc�sREN �Y I N �� Address _ License # OTHER ---� COMPANY _ SIGNATURE LREGISTERED YIN_ 111: CURREN Address I License#� i t t I I i I E. E It 1 I a I* 1I A f t I! I a#!* It It 8 t€ RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms_ R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wi 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 NO Fences (Plot/Survey/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 —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the 'owner" prior to commencement. CONTRACTOR'S1OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water(Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses, Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone 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 stern 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. OWNER OR AGENT Subscribed and sworn to (or affirmed) before me this Who islare personally known to me or has/have produced as identification. Public Commission Name of Notary typed, printed or stamped CONTRACTOR Sr b� r ed a, d swor t (or,affi ad) before me this g W o isl re personally_ known to me or.t vah vah e produced identification. k— Notary Public Commission No.p Name of Notary typed, printed or stamped _ �ql`I! � I � t ��� ♦ a INSTR#2023191109 OR BK PG Pagel-fi 10/30/2023 1114 AM Rcpt: 2638406 Rec: 10.00 DS: 0.00 IT: 0,00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller This 1wrtirricrit ll(cpaacd by chclsey Holfflus PO Box 7421 Lakeland, Florida 33807 NOTICE OFCOMWNCENIENT STATE OF FLORlDA COUNTY OF PASCO THE UNI)ERSJ(Jlxi hereby gives notice that improvement will no made to certain real property, and in accordance With Chapter 7 13, Florida Statutes, the fi I lo.i rig information is provided in this Notice of Commencement. 1 , Description of property: (legal description of property, and street address if available) 7250 Steer Blade Dr. Zcphyrhills, FL, 33541 32-25-21-M0-101500-0100 2. Gencrai description ofjnjpl-0\rCr-ncnt. Screen Enclosure on New Concrete 3. Owner infoirnation A, Name and address: Valerie McIntyre, 7250 Steer Blade Dr, Ze.phyribills, Fl- 33541 b.Interest in property: Fee Simple/Owner c. Name and address of fee simple titleholder (if other than owner): 4 Contractor! a. Name and address: Robinson's Alundularn Construction, Inc. PO Rox 7427, Lakeland, FL 33807 b, Phone number: (863) 648-4811 c. Fax number (optional, ifwrvico by fax is acceptable): 5 Suiety a, Ndune and address: N/A b. Amount orbond I c, Phone number d, fax number (optional, ifservice by fax is acceptai 6. LQndci, a Name and address: N/A b. Phone quillbot. c. Fax number (optional, if service by fax is acceptable): 7 Persons s within the State of Florida designated by Owner upon whorn notices or other documents may he, served as provided by Section 713, 11(1 )(a) 7. Flo: ida Statutes. a Name and address: N/A b, Phone number c. Fax number (optional, if service by fax is acceptable): 8, In addition to himself, Owner designates the following person(s) to receive u cop), of the Lionoir' a Notice as provided in Section 7 13,13(l) (b), Florida Stawtcs: a. Name and address: N 'A b. Phone number: c, Fax number (optional, il'service by fax is acceptable): 9. Expiration date of notice ofuornmenceniont (tire expiration date is- I year from the date recording unless a different date is specified) gtalrn In und ibcd hel"ru, tire by L Signature ofo"ticl xiii) is polsonally klwwn LU irc W P! oduc.ilil -, � : s idir;ii, ion, an, i who d fa Itkc Owner's Name —�-" Owner's Address Signature or Nolu`r�Vr t k KATHRYN BOUCHARD Printed Name III No u Commission No iLxpiriarni� Notary Public - State of Florida Commission # HH 337335 SEAL: My Comm. Expires Mar 17, 2027 WAKNINOTO OWNER ANYPAYNIRNTSMADC BY THE OWNFE, ArTFR THE I X111111 I'll, r7O, T, 11 11 1 �111 11, C 111 111'1 Afti: CONSID EIR F D IMPROPER PAYMENTS 1; 1 IN IN, It ( I IAI'l FA 1! 13, PAR,- [, SIX'FION 713 13, FIOKIDA STATUTES, AND CAN RESULT IN YOUR PAYtN(j 'TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMM ENCTMENT MUST 13L RECORDED AND POSTIID ON THE JOB S1 rE frYOU INTEND TO OBTAIN FINANC)NC, CnNSUIJ Wl IU YOUR LENDER OR AN 1­1 ORNeY CONIM F NCI NO WORK OR RECORDING YOUR NOTICE 0 F CON IMENC E�M, ENT BOUNDARY & AS-BUIL.T SURVEY DESCRMN: (AS FURNISHED) LOT 10, BLOCK 15, SILVERADO RANCH SUBDIVISION PHASE 10A AS RECORDED 'IN PLAT BOOK 80, PAGE(S) 1107-102, OF THE PLIFLIC RECORDS OF PASCO COUNTY, FLORIDA. Garvin Tablo -Wigth Rmi.4 ueta Chord aeaiq Cl n,05-53- S 8 9'5 85 8 E FENCE IS 47 2 QW45-W G3 3' N C 1. 4 3 1. 7 08, 55m' 317)3S5V S-7012'34"W__3 _a3'1 l q -- AA 1R NU tiU 0 6N IN ADDRESS: _7250 STEEIR 91 ADE DRIVE ZEPHYRI-11ILLS, URMA 335,11 FOR THE 3ENEFIT AND EXCLUSIVE. USE OF: DHI 1ITLE OF FLORIDA, INC. DH IVOR7GA(.F COMPANY LTD. DHI TITLEINSURANCE COMPANY KENNrITWILLIAM MCINTYRE VALERIE NORD MCINTYRE NOTES: 1. ALL, DIRFC PONS AND DISTANCES HAVE BEEN FIELD VERIFIED, INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. Z PROPERTY CORNERS SHOWN HEREON WERE SC _ ir/FOUND "IN 01-01-22, UNLESS OTHERWISE SHOWN, T AB� T 3, THE SURVE',0q HAS NOT STRACTED THE LAND SHOWN HEREON FOR EASEMENIS, RIGHT OF WAY, RES7RICTONS OF RECORD WHICH MAY AFFECT THE —,ITLE OR USE OF THE LAND, -I• NO UNDERG'ROUNO iMPROVEMDITC HAVE BE EEN LOCATED. 5. BUILDING TIES SHOWN HEREON ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES, 6, ELEVATIONS ARE BASED ON PASCO COUNTY BENCHMARK I§ P 678 , ELEVATION 99.82' NAVE C, J N 1 L z,- 1 30 MnWjLt�l JF 0 15 30 LOT 11 ,LOCK 115 41�- EDGE OF WAUK IS (REFERENCE FEARING) 30 C CENT-INwIE )F7 RIGHT--OF-WAY C7 1.6 -A LEGEND: (9 FOUND 112' IRON ROD AND CAP CFNTFRUNZ "D 0393 I RICHT OF WAY LINEOUND F-NAIL. AND DISC DFIAINAGE FLOW Le F013 FXISTINC ELZVATION FOUND 1�2- IRON ROD AND CAP A/C AIR CONDITIONER (P) 1-9 P701 PER PLAT EECONCRETE PC POINT OF CURVATURE POO PONT OF COMPOUND C!jRVF Cayi CONCRETE BLOCK WALL POP PERMANENT CONTROL POIN) CNA CORNER NOT ACCE$SIBIL I'l FIX POINT OF INTERSEC11ON PARKER KALON OF DONCRETF PAD CS CONCRETE 81,113 POD POINT ON CURVE CON RECWALK POL POINT ON UNE V11,111. A, 8 EMERGENCY MANAGEMENT AGENCY FEDERAL PRO POINT OF HFWCRSE; CURVATURE ELRA, Ft.001) INSURANCE RATE MAP PRM PERIJANWT REFERENCE momumENr to ;DFNnFICAnON 10 1 .1 P5M PT PROFESSIONAL SURVEYOR AND MAPPER POINT OF IANG8NCY DESIGN CRITERIA APPLICABLE CODES RECU AIONS B. STANDARDS i. THE 202'JFLORIDA BUILDING C IN CODE, SPECF A . W ' 'API rR 16 STRUC TURA_ DESIGN CHAPTER 20A UMINH s & C H 23 WOOD, 2. AA ASM 3S & SPECIFCATIONS FOR ALUMINUM STRUCTURES, PART I OF THE ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INC. WASHING ON D.0 2005 ED 3.ASC 7I6&SE17 4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD_ S. AC1318 CONCRETE REFERENCE MANUAL_ WIND LOADS I_ REALDENG OCCUPANCY CATEGORY, PARAGRAPH 1604_5 & TABLE604 5: RISK CATEGORY 1 _ 2. BASIC WIND SPEED TABLE 166AC STATE OF r CRIED, DEBRIS REGION S. BASIC WIN SPEED, PARAGRAPH I609 3_1 Y TABLE 1609 3.1 FQUI'VALENT BASIC WIND SPEED: MPH EXPOSURE CATEGORY, PARAGRAPH ' 609 4 3: 3_ WIND LOADS PER FBC TABLE 2002.4 (MWFRS) V ULT - 1 30 MPH & EXPOSURE = C FOR 20 X 20 X 0:013 MESH SCREEN HORIZONTAL PRESSURESON WINDWARD SURFACES = 32 ESE HOR:SO ITAL PRESSURES ON LEEWARD SURFACES = 26 PSF VERTICAL PRESSURES ON SCREEN SUR ACES 9 PSF VERTICAL PRESSURES ON SOLID SUrc-A CS= ?7 PST FOR 18 X 14 X O.0I3" MESH SCREEN, APPLIED FACTOR = 88 FOR ALLOWABLE STRESS DESIGN. APPLIED FACTOR - 6 FOUNDATION DEIGN: PROPOSED 4" SLAB 3000 PSI CONCRETE W/ F13ERMESH + PERIMETER 8`X 10MONOLITHIC FOOTER ;1) A5 REBAR CON T. MISC'ELLANEO'US: 1, SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL COMPLY WITH THE a.PPLICABLE REQUIREMENTS OF FBC R 450i.1 / RESIDENTIAL SWIMMING BARRIER REQUIREMENTS_ 2_ ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME. TRAILER HOME OR PRE-FAB HOME. IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 41H WALL SUPPORT SYSTEM. IS SO TO BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME_ FASTENER SPECIFICATIONS: 1_ FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS OR BETTER, INSTALLED TO MFG. SPECIRCATIONSI 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS. 3. WHERE WOOD DECK IS PRESENT USE 114" X 310 GAtV_ LAG SCREWS IN LIEU OF MASONRY ANCHOR;_ UNLESS OTHERWISE SPECIFIED 4. 1"X2" NON STRUCTURAL MEMBERS AP•ACHED TO HOST A. FOR MASONRY,CONCRETE APPLICATION USE GALVANIZED 1 /d" X 2-3/4" TAPCONS OR EQUAL AT 24' OC. AND 6' FROM ENDS B. FOR WOOD APPLICATION USE ;: 14 X 2-3/4' WOOD SCREW AT 24'O.C.AND 6"FROM ENDS. C. FOR ALUMINUM APPLICATION USE 110 X 1-1 /2" SIDS OR TEE SCREW AT 24" O.C_ AND 6' FROM ENDS D_ WHERE 1"X2" INSTALLED THROUGHOUT AN "OPEN VIEW SPACING SHALL BE REDUCED ?O 18" O.C. AND 6' FROM ENDS RESPDNSIBILITTES_ I _ ALL SITE WORK SHALL BE PERFORMED BE A j K-NSFO CONTRACTOR IN ACCORDANCE WITH APPLICABLE t3TJH )P,G CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES_ 2, FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE At - THE AT, DETAILS, 3TOR ''PICTUREWN`ZOlW MODIFICATION TOXK I.�C SCREEN ENCi OS ES ALL OTHER EXISTIN SCREEN NC CSURF" FEATC R S ARE TO MEET THE TYP CALDETAILS Al R VfOED IN THESE DETAILS. CONTRACTOR IS 10 VERIFY S ASSURE EXISTING SCREEN ENCLOSURE IS STRUCTURALLY TURAE Y SOUND, 4. CONTRACTOR TO PROVIDE NOAS &INSTALL At I- MATERIALS AS PER MANUFACTURER'S SPECIFI .,ATIONS. 5. INTEGRITY OE EXISTING/ HOST STRUCTURE SHALL NOT BE COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED STRUCTURE. SHEET NO DRAWING INDEX SE01 GENERAL MOMS S/02 PLAN/ ELEVATIONS S/03 FOUNDATION PLAN S/04 DETAILS S/05 DETAILS v RENDERING IS NOT TO SCALE & IS JUST A GENERALIZED DEPICTION OF THE TYPE OF STRUCTURE PROPOSED PROPOSED NIP GABLE SCREEN ENCLOSURE SEE FOUNDATION PLAN SHEET-03 �L W m Z � Q� <4' BE co D_ J CL _J O x < } h F— ` Co Z O o LU � C5 DESIGN DATE: `A27 2023 REVIOON 1. DATE REVISION 2_ DATE SHF_c DRAWN BY BIBS SCALE PITS HOUSE WALL a t S.X2 2X2 a x N r 2XSSfVB K t _ 2X3 DJ 2X3 Di 2X3 91-91, HATCH/ SYMBOL LEGEND HATCH INDICATES EXIST. STRUCTURE NOTE A__ MAY NOT APPLY ALUNlNU�A SPECIFICATIONS. I _ At FXTRJCONS SHAI 1 BE 6005 T5 ALLOY UNLESS _ ' C} C hall* OTHERWISE NOTED. _ . 3 13 SELF MATING BEAM SECTIONS ARE TO BE STITCHED WFU I c zCSJ� a sighed b, - 412 SCREWS 6" FROM EN[ S &'24' CENTRE TO CENTER Ti TO SCREW G" FROM ENDS & !2' CENTER iC> C NE.TER. o- `"� Craig E 3- ROOE BRACING SHALL BE A MINIMUM 2" X3"X DYL"_ - E �. z n a. THE MINIMUM NORMAL THICKNESS OF FROTDC iOR PANELS 97 VeE•Se jKICKP ATES} SHALL 8E AN INDUSfP.YSfANDARD OF 0-024 ICHE,,. _ �' r „ ' Date 5_SCRFEN MATERIAL SHALL BE 18/14 SCREEN UNLESS a F vRaR4 rU,h h.,y( 2(72 APPROVED 8Y FLORIDA ENGINEERING LLC, "X2' .1 V VV J 6. & 1 X3" NON STRUCTURAL MEMBERS MAY BE USED INTERCHANGEABLY ' ('� 10:2.9.4L'V/} 4'D Z DOOR _OCa,TION MA.Y BE DETERMINED/ RELOCATED BY _ m m oSSm CONTRACTOR 4N T4iE FIELD. _ RESIDENCE HOST 12" O/H ST RUCT. OUT `ER 1 yQ i - ..2X2 TYP x x x x x _..... 4'-0' 2X3 "iYP m m m m J< N X,. x X:. �o III ZXZ TYP. 1X2 T!P 6'-9 _.6 5 8 6'-9 Z — __ _ 6 9 8 __ E 9fr ® Ln co 6) D d E ofo O 00 Z Ll- O _ W Ll.l � BIZ z� 0��� -jvL or � � HOUSE WALL r` Q a 1X2 t ® C7 2X2 I O c u r Q h 2X3 DJ o cl LL ...2X3 D1 ' 2X3 Ll C a d � CC ct r J _J LL C2 (/7 LL J W W ._ OQZ ? Cr�� m c zQ Uo rTnS Lu 0 6 n d LU < M 2 ¢ o u � N THE ENGINEERING ON THESE PLANS IS SITE DESIGN DA?E. REVISION r 10127 2023 DATE SPECIFIC FOR (1) STRUCTURE ONLY AT THE REVISION DATr SHEE PROV16EDADDRESS(ES). DRAWN BY SCALE.. REV ITS / + e FOUNDATION DESIGN: PROPOSED 4" SLAB 30M PSI CONCRETE WE FIBERMPSH - PERIMETER 8"X10" MONOLITHIC FOOTER (1) RSRPBAR CONT. SPEOFICA BONS_ THE FOLD CJWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT: 1 . WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN THE SCREEN ENCLOSURE SCOPE OR NOT BY ONE OR MORE REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE APR UCABLE : a. CONCRETE SHA U_ CONFORM. TO ASTM, C94 FOR THE FOLLOWING COMPONENTS. i. PORTLAND CEMENT TYPE I - ASTM C 150 ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. -ASTM C 33 m AIR ENTRAINING IS- 1 P, ASTM C 26C ry WATER REDUCING AGENT - ASTM C 494 v. CLEAN POTABLE WATER v'r. OTHER ADMIXTURES NOT PERMITTED b. MET AL ACCESSORIES SHALL CONFORM TO: 'i. REINFORCING BARS- ASTM A615, GRADE 60 WELDED WIRE FABRIC - ASTM A185 c CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3` OR MORE MAN 5"_ WATER ADDED AFTER BATCHING IS NOT PERMITTED. d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE INSTITUTE MANUA OF STANDARD PRACTICE ART 1, 2, & 3 1NCLUDING NOT WEATHER RECOMMENDATIONS_ e. MOIST CURE OR POLYETHYLENE CURING PERMITTED. i. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE AREA FOR TERMITES IN COMPLIANCE WITH HE 8C FOR RISK CATEGORY I, ITT & I' STRUCTURES ONLY. g. CONCRETE SLAB SHAH BE PLACED OVER A POLYETHYLENE VAPOR BARRIER. (SLAB ONLY) 2, WHEN PAVERS ARE (UNDER, ALUMINUM MEMBERS CONTRACTOR SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI GROUT WITH BONDING AGENT 3, WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT DRILL 8. EPDXY ;t4 X 8' REBAR INTO EX. FOUNDATION EMBFD 4" MIN W1 NON SHRINKING SIMPSON EPDXY -TIE (OR EQUAL( 48" O.C. TYP. ALL LOCATIONS 4_ WHEN APPLICABLE FOR NEW HOOTER TO EXISTING, DRILL & EPDXY NEW STEEL INTO EX_ FOUNDATION WITH EMBED 6"MIN W/ NON -SHRINKING SIMPSON EPDXYTIE(OR EQUAL) TYP. ALL LOCATIONS 5_ WHERE PAVERS ARE UNDER ALUMINUM MEMBERS. CONTRACTOR SHA;.L EPDXY TO DECK OR GROUT 1O DECK w/3000 PSI GROUT WITH BONDING AGENT. 6, MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE NOTED, MASONRY SPECIFICATIONS: I. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE- M OR S MORTAR 2. ALL MORTAR SHALL BE TYPE M1M OR S. 3-ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8 4. PROVIDE CLEA?N-OUTS FOR REINFORCED CDCLS CONTAIN REENFORC EMEENT WHEN GROUT POUR EXCEEDS 5-C IN HEIGHT FOOTING NOTES. 1 _ PROVIDE i- I /7 CO VERAGE TOP. SIDES. BOTTOM AND i" BETWEEN ADJACENT REBAR IAPS_ 2. PROVIDE MIN. 3" COVERAGE OF REBAR FOR ALL CONCRETE` IN CONTACT WI IN THE EARTH. 3 FOO'ING, CONCRETE SHALL BE MIN, 3W0 PSI AT 28 DAYS 4 FOOTING REINFORCEMENT SHALL BE MIN. GRADE 60 5S PROVIDE. POSITIVE DRAINAGE AWAY FROM STRUCTURE TO CITY / CO. REQUIREMENTS 6- PROVI DE 2500 PSF BEARING (TYPICAL( UNDER FOUNDATION FEE GENERAL GENERAL NOTES ABOVE FCR LYING INTO EXISTING FOUNDATIONS 8-SEE GENERAL NOTES ABOVE FOR ADDITIONAL CONCRETE INFORMATION & SPECS. III Sl e ,; ' SC DA GRIDE i9E' F ., '.. �. 4, LAI 8"x10" MONOLITHIC FOOTING SCALE: NITS HOI IEF mwaTE 2 NUS R E � a saf? o p o m CONCRETE LEGEND HATCH INDICATES HOST/ EXIST NEW FOOTING NEW SLAB AREA r -,V -NOT_ ALL MAY NOT APPLY 754E.a0A..: PROPOSED OSEU P D 4" SLAB 3000 PSI ' '... ... ..... _.. \ 1. 34 0" _ CONCRETE ,N/ FIBERMESH + PERIMETER S"X10" MONOLITHIC FOUNDATION PLAN NTS FOOTER (1) #5 REBAR CONT. Date 10.3( f _1 CDLJo J r 0) o E— m Z 0 E O 0 uj co W < LLL c UE �0 wU Z C—CG �.f..� < _j a V IL d � Q � © Q U O I— Or, � i a_ c c a a CS'r Z �M m UJ <� _I M Q LL 4 J N LD U Z h Q OULIf LU J ED'— LU oxz �u:z cc o US O< LDd cr� CU.J ter.. N G K U DESIGN DATE-. T0127 2023 REVISION i - DAI F REVISION DATE SHEET DRA✓IN By MB(l SCALE. NTS c 2k3'SPC AC:IAL SAVE RAIL ITYP. r -1, IIST LLES EP1,11 L Ri C'ON - _ 2 O - 3 c ,..ALE W0 GJiY£ signed [ 4 QJIJlALENT SM ,I NT0 '�;; Craig 2 1 R C E ' D/fEI,L3 ,a.w .E>J� LJP J.. ro EenB`R o - m R . .. - , 7 Gzrdersa SPd l 0, / FK N J BEAM PER P AN Fi :r Mxs oac ,�,m--+ a e ,,.I moo., .... y " a E flR a Date 1 fl _ s - a (Arn... (2TY EA(r Si")t/SAE l t /z2or�r cA NeL OR +_IRIJ^% 11 U Ur IN EK ) EK EPUAi _ �� Rw/nl CIS o - °� _ _ �a 2. 3 (4)/n 2 : RED TC>- NIIf x10 ' �'. N O BFnM x i(}t i °5 lay-lJzl-'�/2 Shl> hT0 _... x3/n" TESS iiA 2 a 5.... TEKc u i J �. S'..GGEF � a. TU. ti n � � � .EDGE Z:MSEA OR PJRLIN C MA MA d JS D CREW BOSiES .. 5)/ ` In6 (1)/a2 7!I Y'i CPC kw^i� n ` -#, E Ox / LKS IN.7 LACE : TxS SID_Oi x S NO) AiA / SIDE 7)/" 2 EkF<E \ S/ BRA(, W0625 60G PLATE •- Y .:. co Oa:i Sv r.l )xg A/44 3 SFECIAL TOP DATE <+.0 AS O/ s > SrnS. MI1.- �. FLA-OS-PLATEI,AYO F STN D INTER ALLY TO BRACE )69 IOR EOVIJAIENT C (9)f k 4 � R 0R� IN ,1-,,I.n.:R D Q ° SEAM P P n^ \ '" : ix 10 'Rv SE 'LR iN Sk2 RL Ci NEL } 0 (9)/N14 C 21 0 / TIES RIGHT vAP IA:ING ) fG U^ LLI fl c o , NN Of C CHANNEL & �„ _ON' � 'AIN 1 8-SE IRATION SO T; 1YT0 BEAM/ TO P/ai .i n ED<, r MGM. RANI I ,c B_n N,E 2 0V1 R I KS IN1CI ' rsc P R LL fA_r+slD oFaY_ 8FA. 1 S DETAIL"D" -ROOF BRACING CONNECTION SCALE: NTS DETAIL "C' - GIRT OR PI IRLIN TO BEAM _ I- m ^- u IAGCIR L( I IIIslAf OR POST DETAIL SCALE: NTS Q - d UEf Ai UPS'tGH7706`tAN ,N ng u_t CONN) ION SCALEE:'ITS C Q T3 < O Q < ,(N,tnU4n NUMBER OF TA?CONS INTO CON�CRETF& BF R R. LAN nIEN •Ks IAxv PEA PLr,^: '.av MA.1 �t, : � fr- C X 3/4' S M S. INTO UPRIGHT / EACH SILE OF BEAM EV iy `I FUR � � � O HROU(HSECONDARY 2 X2'X0125 ANGLES BELOW) - - - - - ., k ti � '� Iltt T R t �' .S TAPCON & 2 10 X 3/4 S MS- 7X5 $ d B_ , i T /4 X 2, 1 /4�S.S. TAPCON & l2 0 X 9/4 E N. S. 2X6SRAB. 12 1/4'X2-1/4 SE j / S. TAPCON & (3j t 10 X 3/4: $ M.S. E TE .';,rP OF oEa / 6 C 2X7SM.B.1L) 1/4 X2-I/4" S S. TAPCON SS(414 i OX3/4 SM.S, MAIEII w/12) o S S w/ N-IRano _..- 2X85 R,B (3) t/4'X2-1/4"S.S. TAPCON&(5)tl 10X 3/4"SM.S. _n,BER-SYP BaTN iD.S Er7vE RA S-E'.f,N 2X9 S M.B. 14) 1 /4 X 2 1 /4' SS. TAPCON & (6) 4 10 X 3/4 S.M.S- :. ALTERNAiELY USE: REC. C-NNEL '- / o + G 2X i6 S.M.B. (4j i /4 X 2 '!4" S.S. iAPCON & (I) g 16 X 314' S.h4.S- N112 "'Oz3/4 EA/SIDE .. ". J All' E Y Cc,CR .B C,. INEC a101 UIRIGHTS AR LACHcpvnSH r [AST01 IAN.S 1 c - _Nn-i ry i,-ITs EYKIN a2l .. '1 rrGeT L f1 T ISI - Ar SF; :'IC.N TYF`. INDSCRE I IN )." R :.W'J tL ',V 3 E :A 3 DcI PP A.TTI f41' O'31tA ft IP / <TVS I "TEK Ni0 ! =_nr, I Y S",n '� -I.Y IT 3 t.::- "O SM Did— Z J _. SALE P A'E / >NRY CH EC R FA �N �1EE*7R /2i0 � "E INO GREY BOSSO fEADrR J/ i -S-' C O2 J B IS) APOJ, TY,' - ALTER NAH HEADSR CONNECTION FASTEN LE SCALE :.. CONNEC TION C;A E NT NTS Z-SIR 'C ) :.EIDER _ate.. ? N.IM REA„ CAS 2Nr,; CORNER h D E"O/C F RETRI-ANZll IFd.�.i .S ;,ED 1 : SIDE VIEW Kt P—ES Rt P Fl: T S 16" f Y lR C t ..j �l A, )NRY "`cCitON n .�h .HORS i0 E t P.r E J11IULnNG LiA tiki E ;.O 0. xz 7• O E'tA' .•_. A'All A xA n Al Z C Rf -GOT r I12 INTERNAL Av/2)- NJ"SM$ � / ^- cS, m � � 111 GY3 . S P � 1f 4' n�.;� . —Ai ., — NI ..x .,II Sl - m CS LL ^: ,'vi=r, (21-+IO Sti'S AT CHBASE t - T J M J Q i'.. P < At �2 D F - r , _ w1Y2 S I. ' S ,i RD / _. GE RAS V, A /S _I m C!Y (j} CV LL ' -� 2 Stall 2EYon1D�.A / z ~ to W ( -J OO Z 2�uj %3 zma E-u3i g=t 3F IT LU Z ED R OR ,X t ADD i"xT' SNAP C C.. t " J a ,ac V, G.O- W '.. 1n .--.. :DESIGN DATE: '27 SEAR FRONT VIEW ,u D41PIE3- J /a-P vFrP.. ioN NTo JVD v �'NG JC.'iNG - ftEVi StON i 6A S'E DETAIL'B OR LARGER SELF MATING DETAIL 'F" - DOOR JAMB & HEADER a eR a T E AIL G OP�D �(<J DE U. DECK DETAILS SCARF NTS CONNECTION SCALE: NTS 'JRt11c I4N1C71ON VALE,HIS REVISION 2 DATE s"R� Ds�.Awu av-. NBC - - '.. . NTS SCALE E r 2G'�.14?.3( `EEi:9�43-0�`Oi � � LfJ 5T TT Cr .sou ISIa < c O R f tE S 2 A t E ft &_ 2 8 3 ' IFz QORA ,. AaGN. A T I I-YnTR 2 .RLw 0O 3 �. ��t�T — 1-R N, m /' �..... „:tA'.F 1-1EI BE,, IL uRJN c c 2I 2GV _OC / E S S -, R1NE }}}t i 'N LIE f S _N OUT S()F OF N rRY:M �YV .. i \ [C E_(,nt�LYO -�257 ., hnT 8 PIT' R1 IN w, `xS�n a- l' H ,/ ITT !i i0 .eI Sfl$ CHL N n< t .LiT: .t BRACKCY III inSE.,-_. SHPAt BE T' - T i CO, nFAM TO ♦ .1 E AS/ D, R h TABLE E C. _ . - >t HIVF._ 'Rh1ER B S E r. Ri F FNt-el. FIT, N I ) S CN, UC .., STAI C Pt,k I /i 8 A IT 4 1 EAMs C I, LEAKI SIDE VIEW _ (IT All A'F",T, 2xA Ind e 1 DETAIL W" BEAM & PURLIN TO GUTTER CONNECTION SCALE: NTS x J (/.. .8 D, T 2 (R) „s �l I'z-rNs `R I Ia e -All_ ,� „, 'R S .,,J .e Ri S rcrvA�j 511 III .ANNEL A41 SYRU/'.'ttA llL ryUTE2 `al p10Snn`o IN JFAECIASCIA _,P VIEW z ) /R x�C ttP�. GIRT v,/ 2) L OHS FA IF . DETAIL "H" BEa,M TO GUTTER CONNECTION SCALE: NTS - _-FR 3-11 �O A' S111- ITF L TI, I .._,S OP GRE.TEN Z .. S d u. m /a 2 sl,1 ,U - s`Rucrc =tl vurre SIDc VIEW ;,,., ,m "I ,. •,It, �.: pA 9F4'"11 P13AR .i%..$IC+ GUSSET ,� .,,:•. ., "TFEYS ALETTNG 1IRTWETER(f '.ST .. I_ 'I -3(G dk 1CS .. E h dG obG_ S(, :RS { BES STAGGERED <. INSURE PROPER ., .. q 2j S IAT iJ,AY IN fEk eIB1 FAyC A ITCH) T-T ,E 1 ( n —10)5C '111 NTO SAS: IA 4+S l.TR '. A. PA0. T`. REND -.,u. Ep J IAs 1 /A r FIT k (E TIAl 2'1 TION FIF1,ITEFN N,E NRS w,1 VI IiR«A, .E _ L... F I.J1FC P I ( F S .> 3 A ) ( ). T t < IT it Tl- 1P <'I"ft. GE FAS E it A BFPE LE '�»RE t -- --- � � no.r 2., �R OJA�Ii PER TABLE B I .,,f." a,E�s se E 3 A---, e <. e z c ,.•.. li ., . s Nlo „ cR nuauRnt �,,.TeR k O'�' VIE`A/ Tbra 1A!— r. _. " z 611 ET DAILCORNER CONNECTION DETAIL K" OISJEf CONNECTION ,�Pr,n <<ix 2s SCALE: NTS SCALE-NTS n 2=sa, 61 1 IT Qtgitalll = 3 - signed b, ITT ITTa Craig € _.a T Gnderso IT me C IS _ Date AT IS° 2410.3( SET ° d - a L G LITT C) En 19 rJ/n"Sr-nA a7 co .tS 1C` A '-r Z vT�itS_, iiNG stv d_k' D E {L Q ID f R uJ O co C ib ( f < U LL1 UJ � J �-' In m LL�.� RAmrr:c, �/ En ht I)ED CAITI Lu @ i-� Z 0 � —j ui DETAIL 1-2" CABLE CONNECTION < < (� AT CORNER SCALE: NTS d r 6 118S INI ..S S E + L As I FIAT R ,. IIAFFE C l „I.Is TLrv( 5 ^. 3 P S T 11 A 31 STI L 11 2 ( '^RS "I L E��AESE IIIA FIE A PH2�" / i I R.Avi IS THAT IG �. .N"i. ,n- Q I . x i� EST, ' ','A_ Is. >C iiv tt] z EC ITT,, EL; O EL; m m Q y ') .T IiAA'J C 6 P 4ti (1 u3 E? LLI LEI F' >; �%Z v CL L€I c zaQ r�� IS 'III' IT w o r, WA,n CE N3Ftnn FSH HAP I ,, DHE A T- DESIGN DA t. 1U2720E3 DETAIL '1-1`CARLECONNECTION REVOON2- DATE SwEe AT FOUNDATION SCALE NITS DRAVVNBY EOBG ¢ 0 :SCALE. NTS,