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HomeMy WebLinkAbout22-3974City fi Zephyrhills 5335 Eighth Streets Zephyrhills, FL 33542 BAR-003974-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 06115l2022 �'i ��. ;'t�,.& ts: a. ah, "t. ,,z ,r< ,�•.,v. `..• , z, t, ..,.i:" � �". b `? - s'a ", 'e=. > a�� '�, 1 '"..'i ,,� �:'�, ,,,, 1, ,t:. 1 Z u><. >,�tar. 39938 Harmon Grove Ct 24 26 21 0110 00000 2050 •;y}� iE, .. \`.tsa,t:. 'g' .i �' zr "`S o` \•' .., ..�."'.� -x3' );;:3'`' z'1P,2,. {(tt�`az. @`?-s, "a M. ME —1 5 '7, t "NON i? i ,l <. ems• $ti l`t < �• 3 ;. s .: �x;, 11�3 •L. Name: DAVID & LORI GRIFFIN Permit Type: Add/Alter (Residential) Contractor: AFFORDABLE Class of Work: Add/Alter Residential RESCREENING LLC Address: 39938 Harmon Grove Ct Building Valuation: $18,413.00 ZEPHYRHILLS, FL 33540 Electrical Valuation: $1.00 Phone: Mechanical Valuation: $1.00 < Plumbing Valuation: $1.00 Total Valuation: $18,416.00 Total Fees: $198.09 ,= Amount Paid: $198.09 t� Date Paid: 6/15/2022 2:19:20PM > l^,-. l ,s.;:y :.-•t 1."' l \ � ,.. 13: vl. i ": x• b\ SY .\ Oft S.lh }i'.. ) al\� :� .III, . eft tz,�t�tzt �. S�.h �Y \t\ \. • <. t ! . A vl :Et t \e:. . 1.\`i -.<.z INSTALLATION SCRN ENCLOSURE W! CONCRETE 480 SQ FT \ .. ) 'a 'h t::. `vt }i -t ) t *.. ::xr 1 ^, a t..t--.. 4 `\ s r a . t ;r fit\ ?.a. tti x `: `tl t \.,*, \r` a t a �^ i 1\ �\ \`1 r.`.. s\ 3 ... Building Plan Review Fee $66.03 Building Permit Fee $132.06 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. 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. it giv r r r • � * � y � rr • � i ■ S 813-780-0020 City Of Zephyrhi(IS Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting Owner's Name Owner Phone Number Owner's Address ` t`-R $ "tU Y q ..� T A Owner Phone Number Fee Simple Titleholder Name— Owner Phone Number L Fee Simple Titleholder Address ''msQ i)� Y � � JOB ADDRESS .. £�-r{`t! �',? 9�.?f LOT # ` 0,6 Z 0 5 76 SUBDIVISION ¢x t rvl ` PARCEL ID# '`t F ( ( (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH INSTALL 8 REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME 0 STEEL BUILDING $ VALUATION OF TOTAL CONSTRUCTION L-' e� =ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E.C. =PLUMBING S ev j 4t =MECHANICAL VALUATION OF MECHANICAL INSTALLATION 1 T, s EE GAS ROOFING SPECIALTY = OTHER E - FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA YES -—NO BUILDER SIGNATURE Address ELECTRICIAN SIGNATURE FEE CURREN Y/N p y �_ 9www S� License #.f_ # ` P 5 CURREN Address License # PLUMBER COMPANY SIGNATURE REGISTERED Y J N FEE CURREN Y/ N Address I License # MECHANICAL COMPANY SIGNATURE F REGISTERED Y / N FEE CURREN Y / N Address License # OTHER COMPANY SIGNATURE REGISTERED Y LN_J FEE CURREN Y / N Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit 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. (AiC 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 (Plat/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'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water,WastewaterTreatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I Certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: R FAILURE TO RECORD A NOTICE OF CO M MENT MAY RESULT IN YOUR PAYING TWICE FO R VEMENTS TO YOUR PROPERTY. IF YOU IN OBTAIN FINANCING, CONSULT FLORIDA JURAT (F,S. 117. �J OWNER OR AGECONTRACTOR Subscribed and sworn to (or affirmed) before ma this Su cribe r affirmed) before me This by s Who is/are personally known to me or has/have produced Wh is/are per nally kn n to me or has/have produced as identification. _ as identification. Public Commission Public JACQUELiNE SOGES Name of Notary typed, printed or stamped Name of Nota taped nYgac {i # GG 2757 Expires December 12, 2022 Bonded Tin Troy Fain Insurance 8M-305-7013 AS BUILT SURVEY (FINAL„} WITH SELECTIVE SPOT ELEVATIONS LOT 205 HIDDEN RIVER PHASE 2 PASCO COUNTY, FLORIDA. x E--00.0' = EXISTING GRADE PREPARED FOR & CERTIFIED TO: LENNAR TITLE, INC. FORMERLY KNOWN AS CALATLANTIC TITLE, INC. NORTH AMERICAN TITLE INSURANCE CO. LENNAR MORTGAGE, CDC WILLIAM DAVID GRIFFIN LORI LEA GRIFFIN PC(P) �d- LOT 204 SEC. 24 1WP.__26S, RNG.___21 __E. NORTHEAST BOUNDARY OF SUBJECT LOT BEING 5 34'25'41" E NTHIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE D SCLOSED BY A FULL AND ACCURATE TITLE SEARCH, ALSO SUBJECT TO SETBACKS, EASEMENTS AND RESTRICTIONS OF RECORD. 0 tz UNDERGROUND FOOTER, STEM WALL, AND 11 UNDERGROUND UTILITIES ARE NOT LOCATED OR SHOWN. rli DO NOT SCAL£ THIS PRINT. DIMENSIONS AND NOTES TAKE PREFERENCE, U N STRUCTURE TIES SHOWN HEREON DENOTES MEASUREMENT FROM FORM BOARDS/FOUNDATION TO PROPERLY LINE. PURPOSE OF SURVEY: TO OBTAIN HORIZONTAL AND/OR VrRTICAL DIMENSIONAL DATA TO SHOW CONS RUCTION IMPROVEMENTS. * = 10' PUBLIC UTILITY EASEMENT. 5' PRIVATE DRAINAGE EASEMENT. \�� f �A O 1 lz 0v LOT 206 oRy \ o PLAT BOU(JOfl0ARY 8 :" Z��p S� tk h4j TRACT "C" DRAINAGE EASEMENT HIDDEN RIVER PHASE ONE A (PLAT HOOK 74, PAGES 101-121) t w LOWEST FLOOR ELEVATIONS: LIVING AREA: 72.50' GARAGE AREA: 71,92' DESCRIPTION: ELEVATIONS REFERENCED TO LOT 205, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE 2", NATIONAL GEODETIC VERTICAL AS RECORDED !N PLAT BOOK,079r PACES 02 THROUGH D,,Ar,'Vk OF ^0"O MEAN SEA _ 110, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT. APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 12101C 0458 F EFFECTIVE DATE: O9 26j2014 SqJ— Feet 660000 t ICNNAR HOMES 7—E-ERM CC„= UAL CUU, D DADA?A. P�= OEFO EIATA, Mrs A,SEASUREiT DATA, rRr= PtA,I DATA, E= CEMFERLINF A C= AIR CQND;T[ON,-R, A�Fa ALJATMUM FENCE, APU= 4F,FARENT PHYSICAL USE, BEE= BASE FLOOD ELEVATION, C/C= COV, CONC., C/S= CONCRETE SLAB, COL, COLUMN, COD-= CORNER, COL,= COLUMN, CLF-= CHAIN ,NK FENCE, GONG, CONCRETE, COV. COVERED, E/P= EDGE OF PAVEMENT, F/C- FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, "iR- FOUND IRON ROD, FN&D= FOUND NAIL & DISK, FPIP= FOUND PINCHED IRON PIPE, MAS- MASONRY, NCF= NO CORNER FOUND OR SET, OR= OFFICIAL RECORD 3OC-K, PB= PLAT BOOK, PCP- PERMANENT CONTROL POINT, PRM= PERMANENT REFERENCE MONUMENT, R/W= RIGHT OF WAY,. R- RADIUS, SIR= SET 1/2" IRON ROD & CAP No. 4493, SN&D= SET NAIL & DISK No. 4493, S/W= SIDEWALK, TBM= TEMPORARY BENCHMARK, TYP.= TYPICAL, V/F=. VINYL FENCE, W/FQ WOOD PENCE, NIT., = WITNESS IC�j iN R. BEACH $ ASSOCIATES, INC, awn By: HEREBY . ERTRY THAT THIS SURVEY WAS MADE UNDER MY _ SURVEYORS AND MAPPERS SMS C ec,<ee+ By RESPONSIBLE CHARGE AND MET THE APPLICABLE STANDARDS OF PRACTICE FOR SURVEYS AS SEi FORTH BY THE FLORA A BOARD 911 WEST HT. PE BURG DRIVE ONE OLDSMAR, FLORIDA 34677 .lets 0r `AND SURVEYORS N CHAPTER 5 ROC t.,t FLORIDA AA itv ST,RATIVE CODE, PURSUANT TO SECTION 472-027 WAY (813) 854-1276 FAX (813) 855-8370 S "'o �30 FLN AlSe p NOT VALID WITHOUT ORIGINAL SIGNATURE Date: FINAL 9/18/`21 MAN 8 AND SEAL OF A FLORIDA LICENSED S4DATE.S CH vL Revisions_ FORM 80ARD TIE IN 05/28/21 JMC N` U. _ _ No. F 4 B 44 SURVEYOR & General Notes A. CONCRETE & FOUNDATION DESIGN: I. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 PSI MINIMUM. 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI MINIMUM, 3 1/2" NOMINAL THICKNESS. 3. FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED IN LIEU OF WELDED WIRE MESH 4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH. 5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE 60 (60 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL BE 3000 PSI MIN., 2" MINIMUM. THICKNESS. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. S. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING: OPC (PORTLAND CEMENT TYPE L- ASTM C 150). AGGREGATES - #6 STONE, ASTM C 33 SIZE NO. 67 LESS THAN 3/4". AIR ENTRAINING +/- 1% - ASTM C 260. WATER REDUCING AGENT - ASTM C 494. CLEAN POTABLE WATER. OTHER ADMIXTURES SHALL NOT BE PERMITTED. 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. 10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1, 2, & 3 ALONG WITH HOT WEATHER CONDITIONS RECOMMENDATIONS. 11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS, VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, SPALLING OR OTHER DETERIORATION. B. MASONRY: ].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 OF TYPE M OR S. 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN HEIGHT. C. ALUMINUM: I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS. 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 0.024" SHALL APPLY. 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -A - SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE STRESS DESIGN" OR "PART I-B - SPECIFICATIONS FOR ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE FACTOR DESIGN' OF THE ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INC.WASHINGTON D.C. THE FLORIDA BUILDING CODE 7TH EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20 ALUMINUM). 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR PRESSURE TREATED LUMBER PROVIDE DIELECTRIC SEPARATION. 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF USING #12 SPACING MAY BE 24" ON CENTER. 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS VISIBLE WHEN PANEL IS INSTALLED. 7. I"X2"X0.045" NON-STRUCTURAL MEMBERS SHALL BE ATTACHED TO HOST WITH 1/4"0 X 1-3/4" EMBEDMENT & 24" O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE WOOD SCREW WHEN IN WOOD & #IOX 1/2" EMBEDMENT SMS OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL. D. FASTENERS: i. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 300 18-8. WITH STANDARD FLAT WASHER UNLESS MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD. 2. HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD FLAT WASHERS AND NUTS. 3_ ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL, TAPCON, REDHEAD, DYNABOLT, PORTECT OR APPROVED EQUAL, 4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE HOT DIPPED GALVANIZED. 5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.). 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER. 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE GRADE 45 OR BETTER ZINC PLATED. 8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD, OR OTHERWISE NOTED ON PLANS. 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153. 10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS G-185. 11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2" UNLESS NOTED OTHER WISE. ASTM E 119 ASTM E 1300 CURRENT ASCE 7 CURRENT ALUMINUM DESIGN MANUAL -AA ASM35, AND SPEC. FOR ALUMINUM PART I -A, & I-B ASTM C94 ASTM C150 ASTM C33 ASTM C260 ASTM C494 ASTM A615 ASTM A185 FLORIDA BUILDING CODE 7TH EDITION (CHAPTERS 16,20 & 23). F. ABBREVIATIONS: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 1. TYP --TYPICAL 2. SIM -- SIMILAR 3. UON -- UNLESS OTHERWISE NOTED 4. CONT -- CONTINUOUS 5. VIF - VERIFY IN FIELD G. RESPONSIBILITY: I. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDINANCES, ETC. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD CONDITIONS. 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE CONTRACTOR. 4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND MANUFACTURER. 5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A LICENSED P.E. IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICES. H. MISCELLANEOUS: 1. 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 4TH WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING BARRIER REQUIREMENTS OF THE EBC 7TH EDITION R 4501.17 IN ITS ENTIRETY. 3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY CONTRACTOR. 4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, ENSURE BONDING AGENT IS USED FIRST AND ADHERED WITH MINIMUM 3000 PSI GROUT. i. SCREENING MATERIAL SHALL BE 18XI4X0.0I3 OR EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED ON DRAWING S-2. z3u�wrr� DESIGN DATA: I. ULTIMATE DESIGN WIND SPEED Vult, Q SECOND GUST): NOMINAL DESIGN WIND SPEED Vasd: 2. RISK CATEGORY: 3. WIND EXPOSURE: 4. WIND LOADS: SCREEN ROOF: N/A SCREEN WALLS (WINDWARD): 23 PSF SCREEN WALLS (LEEWARD): 20 PSF SOLID ROOF: 20 PSF k� reNS kt F k. zfj;j ., . o PLov ��Ole ���� ENGINEER OF RECORD: David W. Smith P.E. FLORIDA LICENSE: 53608 130 MPH Thomas L. Hanson RE 101 MPH FLORIDA LICENSE: 38654 B Myron Max Neal P.E. FLORIDA LICENSE: 86663 Joel Falardeau P.E. FLORIDA LICENSE: 70667 Erik Stuart P.E. 5, FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 OR EQUIVALENT DENSITY SCREEN MESH: 0.88 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 T LIVE LOAD: 300 `ib. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. 200 lb. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. 10 PSF VERTICAL DOWNLOAD ON SOLID ROOF, S. PROPOSED 8"X8" W/ (1) # 5 REBAR W/ 25" OVERLAP ON 3" CHAIRS W/ 4" MONOLITHIC SLAB W/ FIBER -MESH FILLED W/ 3000 PSI SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE. 9. SCREEN ROOF TYPE: N/A 10. SOLID ROOF TYPE: 3"X4WX0.024" ELITE EPS COMPOSITE PANEL ROOF 11b FOAM DENSITY, FLORIDA PRODUCT APPROVAL, FL 7561-R5. • HOLLOW SECTIONS 2 x 2:---------------------------------------2" x 2" x 0.044„ 2 x 3:--------------------------------------2" x 3" x 0.050" 2 x 4:---------------------------------------2" x 4" x 0.050„ 2 x 5:---------------------------------------2" x 5" x 0.050„ 3 x 3:---------------------------------------3" x 3" x 0.125„ OPEN BACK SECTIONS 1 x 2:---------------------------------------- 1" x 2" x 0.040" 1 x 3:----------------------------------------1" x 3" x 0.045" SNAP SECTIONS 2 x 2 SMS:----------------------------------2" x 2" x 0.045" 2 x 3 SMS: ---------------------------------2" x 3" x 0.072" 2 x 4 SMS:--------------------------------- 2" x 4" x 0.045" 3 x 3 SMS:--------------------------------- 3" x 3" x 0.090" PAGE INDEX: S-1 GENERAL NOTES S-2 DRAWING S-3 DETAILS S-4 DETAILS ALL OVORK SHALL COMPLY WITH F CODES FLORIDA LDI € CODE, #,,1,.,�.`iON ELECTRICCODE, �::�f�iAL : � AND THE Gire OFF ZEPH RHI L ORDINANCES SELF MATING (SMB) 2 x 4 SMS:---------------------- 2" x 4" x 0.044" x 0.100" 2 x 5 SMB:---------------------- 2" x S" x 0.050" x 0.118" HA' �7 2 x 6 SMB:---------------------- 2" x 6" x 0.050" x 0.120" R E 1 I EVIV Dlk I "E 2 x 7 SMB:---------------------- 2" x 7" x 0.057" x 0.120" CITY OF � I EH�` II11 Z x 8 SMB:--------------------- Z" x 8" x Q072" x 0.224" N 2 x 9 SMB:---------------------- 2" x 9" x 0,072" x 0.224" PLAN EXAMINER � 2 x 10 SMB:------------------ 2' x 10" x 0.092" x 0.374" '__7 TUBE SECTIONS 2 x 2:---------------------------------------2" x 2" x 0.090" FLORIDA LICENSE: 77605 FBC Plans & Engineering 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.429054 DATE: 04/05/2022 DRAWN BY: BB R-EVI-SION: DATE: IKO1 I RO 2 RO 3 RO 4 38 HARMAN GROVE CT HYRHILLS, FL 33540 ,FFORDABLE RESCREENING 100 N 50TH STREET, UNIT 16 AMPA FLORIDA 33619 NOTES S-1 UPRIGHT III,I . -, SECONDARY ANGLE MIN (4) #10 X 3/4" SMS 0.125 THICK (NOT - a t��0� y REQUIRED FOR2X3 ��\ N e FASTENING SECONDARY ��. MEMBERLUMN (TY) ALUMINUM RISER PAN ANGLE TO COEACH SIDE a PRIMARY 2" X 2" / 4 #10 SMS W 3 4" X 0.1 0 ANGLE EQUAL D.C. COMPOSITE PANEL ANCHOR -CONCRETE SCREW O / / (2) #10 X 3/4" SMS FASTENING #12 SMS W 1 0 NEO WASHERS i 8" USE SCREW LENGTH ANCHOR INTO SECONDARY f E 4 C ( WASHERS PER 12" PANEL I COLUMN TO PRIMARY ANGLE � � , s � ANGLE(TYP EACH SIDE) (SEE O, THICKNESS PLUS (1) [NCH) OPTION #1 OPTION #2 ) (TYP EACH SIDE) Q" TABLE O p 1"X2"BASE MEMBERy SEE DETAIL C2 FOR (4)#10 x 1X" SMS RECEIVING CHANNEL (TYP EACH SIDE) ALUMINUM RISER PANS Detail �� INTO SCREW[ —OR ANGLE EA. SIDE (ryp) ANCHOR SPA (1) - CONCRETE SCREW SEE P'R E, I EER SEAL BOSSES (.0625" THICKNESS} (MIN) (TYP)(SEE TABA-) TABLE) ANCHOR INTO PRIMARY _ ANGLE AND @ 1/4" 0 CONCRETE ENGINEER-0 RECORD: 3" (MIN) SCREW ANCHOR @ David Y Y . Smith P.E. 24" O.C. BETWEEN COLUMNS FLORIDA LICENSE: 53608 i 2"X2" OR 2"X3" (2) #10x 3/4" SMS PURLIN OR GIRT (ryp) EA. LEG) (2) - 1/4" O MACHINE OPTIONAL 1" X 2" FASTENED (TOTAL 6 SCREWS R.C. (8) BOLTS WITH 3/4" i TO COLUMN WITH [2) #10 X 2" SCREWS ANGLE EA. WASHERS THROUGH t i I SMS INTO SCREW BOSSES CONNECTION) POST AND EDGEBEAM i AND FASTENED TO EDGE i BEAM WITH (1) #10 X 1-1/2" SMS WITHIN 6" OF COLUMN CONTINUOUS EDGE BEAM AND @ 12" O.C. MAX H PURLIN OR GIRT TO BEAM OR POST DETAIL POST S_ 3 SCALE:NTS NOTE: EDGE BEAM (SEE SHEET S-2 FOR SIZE) SHALL BE ORIENTED IN DIRECTION SHOWN. S Column Size 1/4"& 3/8" 0 Concrete Screw Anchor B Min. Spa 2x3-1 /4" 0 0" 2x4-1/4" 1 3" 2x5-1/4" 1 3" 2x6-3/8" 1 4" 2x7-3/8" 1 5" 2x8-3/8" 2 3" 2x9-3/8" 2 4" 2x10-3/8" 2 4.5" NOTES: (TYP EACH SIDE) 1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY Thomas L. Hanson P.E ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2. FLORIDA LICENSE: 38654 2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS. ALL SCREW �T Myron Max Neal P.E. LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT FLORIDA LICENSE: 86663 LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. Joel Falardeau P.E. 3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED FLORIDA LICENSE: 70667 ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED BY ENGINEER. Erik Stuart P.E. 4. 2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE FLORIDA LICENSE: 77605 CONNECTIONS AS 2X4 SHOWN IN TABLE. 5. IF FOR AN IN -FILL, TOP OF COLUMN CONNECTION SIMILAR IF ROOF PANEL TO EDGE BEAM CONNECTION DETAIL CONCRETE LINTEL. IF WOOD LINTEL SUBSTITUTE 1/4" 0 X 3" LAG FBC Plans & Engineering S_3 SCALE: NTS SCREW FOR 3/8"0 LDT FOR BOTH PRIMARY & SECONDARY ANGLES. Services, Inc. 6. 2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3 MEMBER. 6272 Abbott Station Dr. Unit 101 rG 2" x 3" OR LARGER UPRIGHT TO CONCRETE W WO PAVER DETAILS Zephyrhills, FL 33542 S 3 SCALE: NTS Ph# (813)788-5314 Fax# 1-(866)824-7894 ----------------------___--- _- _-- E-mail-erb@fbcplans.com Website-www.fbcplans.com C.O.A.-429054 EXISTING HOST STRUCTURE i DATE: 04/05/2022 HINGE LOCATION BREAK FORM HEADER OR DRAWN BY: B$ RECEIVING CHANNEL REVISION: DATE: 2" x 2" EXTRUSION EXISTING MASONRY RO 1 2" x 2" EXTRUSION WALL GROUTED #10 SMS AT EACH RISER SOLID RO 2 HINGE LOCATION DOOR FOR PAN OR #10 SMS @ @ CONNECTION � R03 8" O.C. FOR COMPOSITE PANEL O® RO 4 SOLID ROOF 1/4"0 X 2-1/2" job# 22_0330_431 MASONRY SCREW 3" FROM 2" x END BEAM END & @ 24" O.C. _ (SEE SHEET S-2 FOR SIZE) PROJECT ADDRESS: GRIFFIN HINGE LOCATION 2" x 2 " x 1/8" x BEAM DEPTH" RECEIVING CHANNEL 39938 HARMAN GROVE CT W/ (1) 1/4" x 3" CONCRETE VA2" OPEN BACK ZEPHYRHILLS, FL 33540 NOTES: 1-1/4" #10 SMS @ 8" O.C. ANCHOR INTO WALL & (,MIN) FOR COMPOSITE PANEL (4) #10 x 3/4" SMS EACH 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) 410 x 5/8" SMS MINIMUM. (4) #10 SCREWS PER 12" SIDE INTO BEAM CONTRACTOR: 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM, WIDTH CONNECTING 3. HINGES SHALL BE ATTACHED TO DOOR WITH 3 #10 x 5 8" SMS. FASTEN A ( ) / PAN TO HEADER (BOTTOM NOTE: WHEN ATTACHING TO WOOD STRUCTURES, WOOD LAG SCREW AFFORDABLE RESCREENING 1" x 2" x 0.044" TO UPRIGHT W/#12 x 1" SMS @ 12" O.C. AND WITHIN 3" FROM OR BACK OF PAN) ( ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT 1100 N 50TH STREET, UNIT 16 END OF THE UPRIGHT. OF MASONRYANCHORSCREWS. (2) #12 X 2" SCREWS PER 1.2" WIDTH CONNECTING TAMPA FLORIDA 33619 HEADER OR CHANNEL TO FASCIA, I F TYPICAL SCREEN DOOR CONNECTION DETAIL S2 END BEAM TO HOST STRUCTURE DETAIL S-3 SCALE: NTS St ROOF PANEL TO FASCIA CONNECTION DETAILSj _ scALG:NTS DETAILS S 3 SCALE: NTS I i ° Wit 'e- NOTE: MINIMUM EMBEDMENT OF 4 3 8" O CONCRETE O / ANCHORS INTO CONCRETE FOOTING SHALL ' �.t °a .• SCREW WITH 2-3/4" BE 2-3/4" AT ALL POST LOCATIONS. ALL e 0 EMBEDMENT (MIN EDGE — — SCREW LENGTHS AT POST CONNECTIONS a$ DISTANCE =3" MIN SPACING 2") SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE 6g ea � FOOTING WHEN A PAVER DECK IS PRESENT ° GRADE (3) -1/4" O MACHINE BOLTS WITH WASHERS TOP VIEW P •`m 4�1 ( MIN. EDGE DISTANCE = 3/ 4" MIN.SPACING= 3/4")OR 3' X3' POST r,' �.�- 4)#14X3/4"SMS( 2"x2"x 0.125" ANGLE (EXTERNAL OR PROFESSIONAL ENGINEER SEAL (1)#S REBAR CONTINUOUS W/ 25" ,INTERNAL) OR 0.125"RECEIVING CHANNEL ENGINEER OF RECORD: OVERLAP AT ALL JOINTS ON 3" CHAIRS (4) - 3/8" p CONCRETE SCREW WITH 2-3/4" 1" x 2" OPEN BACK ANCHORED q David Smith P.E. TYPE [[MONOLITHIC SLAB MODERATE SLOPE FTG EMBEDMENT (MIN EllGE TO CONCRETE w/ 1/4" X 3- 1/2" MASONRY ANCHOR - 6" V V . FLORIDA LICENSE: 53608 SLOPE: 2":12" - 3":12" DISTANCE =3" MIN SPACING 2") MAX EACH SIDE, OF POST AND Thomas L. Hanson P.E 24" O.C. MAX i — — — — — — — — — — — — — FLORIDA LICENSE: 38654 NOTES FOR ALL FOUNDATION TYPES: Myron Max Neal P.E. 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL a d a FLORIDA LICENSE: 86663 BEARING PRESSURE OF 1,S00 PSF. THE BEARING CAPACITY OF THE a d a p A SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING d Joel Falardeau P.E. OF CONCRETE. j 2. THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND a '6 `� - �, FLORIDA LICENSE: 70667 COMPACTED PRIOR TO POURING OF ANY CONCRETE. 2" (min) Erik Stuart P.E. 3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. FRONT VIEW FLORIDA LICENSE: 77605 NOTE: CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN HD 3/8" O SCREW K TYPE II MONOLITHIC SLAB FOOTING ANCHORS, OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED. FBC Plans & Engineering S-4 Services, Inc. G 3"X3"POST CONNECTION DETAIL 6272 Abbott Station Dr. Unit 101 S-4 SCALE: NTS Zephyrhills, FL 33542 Ph# (813)788-5314 Fax# 1-(866)824-7894 �— E-mail-erb@fbcplans.com Website-www.fbcplans.com C.O.A.429054 ALUMINUM RISER PAN DATE: 04/05/2022 412X4"SMS W/1"0 NEO-WASHERS @ 8" O.C. PER (4) #10 SMS W/ 3/4" DRAWN BY: BB PANEL FOR TA12" PAN ROOF USE WASHERS PER 12" PANEL REVISION: DATE: #12X3/4" SMS W/ 1 -0 NEO-PRENE WASHER 2" FROM RO 1 END & 2" O.C. PER PANE Detail C2 � SEE DETAIL C2 FOR Ro z ALUMINUM RISER PANS 4(4) RO 3 2" X 2" X 0.125" 3/8" O MACHINE RO 4 RECEIVING CHANNEL WITH (4) 3/8" 0 MACHIN BOLTS WITH 3/4" © Job# 22_0330_431 BOLTS WITH 3/4" WASHERS WASHERS EACH SIDE EACH SIDE NOTE: [F 2X4 THRU 2X5 SMB © PROJECT ADDRESS: J REDUCE THRU BOLTS BY (2), ® IF 2X6 THRU 2X7 SMB GRIFFIN REDUCE THRU BOLTS BY (1) 39938 HARMAN GROVE CT 3/8" 0 MACHINE BOLT ZEPHYRHILLS, FL 33540 CROSSBEAM (IF NECESSARY) EDGE BEAM CONTRACTOR: NOTCf{ POST FOR BEAM AFFORDABLE RESCREENING POST (SEE SHEET s-z 1100 N 50TH STREET, UNIT 16 FOR SIZE) TAMPA FLORIDA 33619 S ROOF PANEL TO EDGE OR INTERMEDIATE BEAM CONNECTION DETAIL S-4 SCALE: NTS DETAILS