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Home My WebLink About22-4805Address: 35659St°n Vast D, CONSTRUCT SCRN RM W/SLA Building Permit Fee Building Valuation: $12.57825 Electrical Vw|vwhvn: $1I0 Mechanical VmumUon:s1.O0 Plumbing Valuation: $1.00 Total Valuation: $12.58125 Total Fees: $154.33 Amount Paid:$154'33 Date Paid: 10/13/2022 12:07:48PM $102.89 Building Plan Review Fee Issue Date: 10/13/2022 35659 Stella Vast Drive $51.44 RE|NSPECTION FEES: (c)VVith respect to Reinspection fees will comply with Florida Statute 553(2) 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 aawater management, state agencies orfederal agencies. accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE All 813-780-0020 City Of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received c ( Phone Contact for Permitting E ttxi&k."T Owner's Name F Owner Phone Number Owner's Address. g E h V t Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address I JOB ADDRESS 3slo 1q •SfE Oil&Tht)LizEPM�IULS LOT# SUBDIVISION 1� l�i 'g� a K � C PARCEL ID# C. � F2_� (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM LJ OTHER L r TYPE OF CONSTRUCTION g f ,jBLOC�K 0 FRAME B y0 STEEL g p� DESCRIPTION OF WOR�Kpp p i `C8! ' t->N UZ �G Q. (.u-A4 :[A >AJ� o ,'�ti C .�E' t BUILDING SIZE X i a SQ FOOTAGE = HEIGHT BUILDING $ . Q_4 VALUATION OF TOTAL CONSTRUCTION �?� _ =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY U OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER SIGNATURE Address ELECTRICIAN SIGNATURE Address PLUMBER SIGNATURE Address MECHANICAL SIGNATURE Address OTHER SIGNATURE Address COMPANY REGISTERED COMPANY REGISTERED COMPANY REGISTERED COMPANY REGISTERED COMPANY REGISTERED Y / N FEE CURREN Y / N License # Y / N FEE CURREN Y / N License # Y / N FEE CURREN Y / N License # Y / N FEE CURREN I Y / N License # - .M(N'Ji°yd Y / N FEE CURREN Ya/ gN ^ License # `� t ). cc�il�tf�lta€��I€I€if€�t§ii6t��flY��ii�iEittEildit€�Itfi€f€tiEfl�ltilt��€iI!Eti�s 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. (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 (PlottSurvey/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 contmctor(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/Wastewater Treatment. - Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency -Asbestos abatement. - Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. • • • • • ` is + • • • . '. •. JURAT (F.S. 117.03) OWNER OR AGENT Subscribed and swom to (or affirmed) before me this Who is/are personally known to me or has/have produced as identification. Public Commission Name of Notary typed, printed or stamped as identification. rl � _'"mot fj Notary Public Coftrmission No. f ))1/i0ePlr)0 S 6'k✓1 5-me of Ndt"ed, printed br stamped �ap'i�•., CHEYENNE BRAOEE JCHNSCN Notary Public - State of Florida Commission # HH 2O2204 n`ce My Comm. Expires Noy 28, 2025 3onded through National Notary Assn. INSTR# 2a221$s7 8 OR BK10677 PG Page 1 of 1 08/23/2022 01:17 PM Rcpt: 2495226 Rec: 10.00 DS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller Permit No. State of Parcel ID No NOTICE OF COMMENCEMENT County of THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement SILVERADO RANCH SUBDIVISIOiN PHASES 7, 9B, I I A 1. Oescripbon of Property: Parcel Identification No32-25-21-0100-01800-0140 AND I IB PB 77 PG 079 BLOCK 18 LOT 14 StreetAddress:35659 STELLA VAST DR ZEPHYRHILLS, FL 33541 2. General Description of Improvement LANI ENCLOSURE 3, Owner Information or Lessee information if the Lessee contracted for the improvement: LARRY DALE & MARY CONWILL 35659 STEM VAST DR ZEPI-IYMILLS FL 33541 _ Address City State Interest in Property: Name of Fee Simple Titleholder. (If different from Owner listed above) Address TRUE ALUMINUM city State Q. Contractor: 4000 N FRONTAGE RD PLANT CITY FLORIDA 33565 Address 863-804-6021 Contractor's Telephone No.: 5, Surety: City Address City Amount of Bond: $ Telephone No,: 6. Lender. Address Lender's Telephone No.: city State Slate State 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7), Florida Statutes: Address Telephone Number of Designated Person: 8. In addition to himself, the owner designates city State of - to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Telephone Number of Person or Entity Designated by Owner. 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be one year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE C MENCEMENT, Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that t cts s therein are true to the b of my knowledge and belief. STATE OF FLORIDA COUNTY OF PASCO The foregoing instrument was acknowledged before me this 10 day of A 26)_-4y as (type of aMority, e.g., officer, trustee, attorney in fact) for (n a of o aff of whom instrument was executed). Personally Known ❑ ORProduced Identification � Notary Signature p � Type of Identification Produced �c Name (Print)(t r`it')Y CHEYENNE 9RAOEE JOHNSOr ?° a` Notary Public • State of Florida vo Commission » 4H 2O2204 oeiriuYa�'.' My Comm. Expires Nov 28, 2025 3oncec through National Notary Assn. wpdatalbcslnoticecommencement_pc453048 AS RECORDED IN PLAT BOOK 77, PAGE(S) 79--btl, ur Inr- "OL" M-INJJNI-lam III I --"— ---- . TRACT A DRAINAGE AREA (PRIVATE) 6' VINYL FENCE IS OAS FENCE IS Is 01, W LOT 15 BLOCK 18 EDGE OF WALK M CA ox s LOT 11 BLOCK 18 LOT 12 BLOCK 18 LOT 13 BLOCK 18 EDGE OF WALK IS O-v N SOUND -172— )RON ROD NO 9) 09 LET 00- :07: CENTERLINE OF �.447 pi I- RIGHT OF WAY PI 33. 56' — �-—f�BRMA REED (RUERENCE BEARING) 545-DD' DRIVE ADDRESS: STELLA VAST DRIVE TRACT G 1 35659 STELLA VAST DRIVE 60- WDE PRIVATE RIGHT OF WAY ZEPHYRHILLS, FLORIDA 33541 NOTES: DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED, INCONSISTENCIES HAW BEEN NOTED ON THE SURVEY, IF ANY. 2- PROPERTY CORNERS SHOW HEREON WERE SET/FOUND ON 05-07-21, UNLESS OTHERWISE SHOW C NO UNDERGROUND IMPROVEMENTS 'HAVE BEEN LOCATED. HEREON ARE NOT TO BE USED Tlf Y==I=DARY LINES. 6. ELEVATIONS ARE 13ASED ON PASCO COUNTY BENCHMARK i P 6-78 , ELEVATION 9,9.82' NAVD 1988 DATUM. • I Hilmill FOUND 1/2� IRON ROD AND CAP LEGEND: LB P7013 FOUND NAIL AND DISC GEN ITRUNE La gm3 RIGHT OF WAY LINE FOUNO "I. AND DISC DRAINAGE FLOW LB #6393 E)aSTNG ELEVATION 0 l FOUND I - IRON ROD AND CAP A/C AIR CONDITIONER (P) La CONCRETE PC PER ?LAT POINT OF CURVATURE PCC PONT OF COMPOUND CURVE CBW CONCRETE BLOCK WALL PCP PERMANENT CONTR10L POINT CNA CORNER NOT ACCESSIBLE Pi POINT OF INTERSECTION CID CONCRETE PAD PK PARKER KALON CS CONCRETE SLAB POC PONT ON CURVE MCONCRETE WALK POL PCiNT ON LINE A. FEDMIL EMERGENCY MANAGEMENT AGENCY pRC PaNT OF REME�M CURVATURE Fll�Llk FLOOD INSURANCE RATE MAP PRM PERMANENT REFERENCE MCNUUENT 12 IDENTIFICATION PSM PRCFESSIDNAL SURN"OR AND WAPI` LB LICENSED BUSINESS PT PM14T OF TANGENcy LS UCENSED SURVEYOR SO. FT. SQUARE FEET D&UE DRAINAGE & UTILITY EASEMENT S/W MEWALX PDE PRIVATE DRAINAGE E&SIEMENT TY? TYPICAL PUE PUBLIC UTtfTY EASEMENT UP UTILITY PAD NAVU NORTH AMERICAN YERTIC& DATUM EP ELECTRICAL PAD Wv WATER VALVE Lp U04T POLE D&AE DRMAGE & ACCESS EASEMENT CATVB CABLE TELEVISION BOX UE LMLYTY EkSUENT EB R-ECTRICAL BOX a -DRAINAGE MANHOLE DESIGN CRITERIA: APPLICABLE CODES, REGULATIONS & STANDARDS 1. THE 2020 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD. 2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES, PART 1-A OF THE ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED. 3. ASCE 7-16 & SE17 4, NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. 5. AC1318 CONCRETE REFERENCE MANUAL. WIND LOADS_ 1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE 1604.5: RISK CATEGORY 1. 2, BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEED: 130 MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C 3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS) VULT = 130 MPH & EXPOSURE = C FOR 20 X 20 X 0.013" MESH SCREEN HORIZONTAL PRESSURES ON WINDWARD SURFACES = 32 PSF HORIZONTAL PRESSURES ON LEEWARD SURFACES = _ 26 PSF VERTICAL PRESSURES ON SCREEN SURFACES = 9 PSF VERTICAL PRESSURES ON SOLID SURFACES = 27 PSF FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = ___.._..88 FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR = •6 FOUNDATION DESIGN_ PROPOSED 4" SLAB 3000 PSI CONCRETE W/ FIBERMESH + PERIMETER 8"X8" MONOLITHIC FOOTER (1) #5 REBAR CONT. MISCELLANEOUS l . SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC R4501.17 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 4TH 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. SPECIFICATIONS) 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS. 3. WHERE WOOD DECK IS PRESENT USE 1 /4" X 3-1/2" GALV. LAG SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE SPECIFIED. 4. 1"X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED 1 /4" X 2-3/4" TAPCONS OR EQUAL AT 24" O.C. 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 # 10 X 1-1/2" SMS OR TEK SCREW AT 24" O.C. AND 6" FROM ENDS D. WHERE 1"X2" INSTALLED THROUGHOUT AN "OPEN VIEW" SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS RESPONSIBILITIES 1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 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 WITH THE ATTACHED DETAILS. 3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE" FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE EXISTING SCREEN ENCLOSURE IS STRUCTURALLY SOUND. 4. CONTRACTOR TO PROVIDE NOA'S & INSTALL ALL MATERIALS AS PER MANUFACTURER'S SPECIFICATIONS. 5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED STRUCTURE. = = W = � M � N A ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2 x 2: 2"x2"x0.044"" 2 x 3: 2"x3" x0.050" 2 x 4: 2" x4"x0.050" 2 x 5: 2"x5"x0.050" OPEN BACK SECTIONS 1 x 2: 1 "x2" x0.044` 1 x 3: 1 "x3"x0.045" SNAP SECTIONS 2 x 2 SNAP: 2"x2"x0.045" 2 x 3 SNAP: 2"x3"x0.050" 2 x 4 SNAP: 2"x4"x0.045" SELF MATING (SMB) 2 x 4 SMB: 2"x4"x0.044"x0.100" 2 x 5 SMB: 2"x5"x0.050"x0.100" 2 x 6 SMB: 2"x6'x0,050" x0.120" 2 x 7 SMB: 2"x7" x0.057" x0.120" 2 x 8 SMB: 2"x8"x0.072"x0.124" 2 x 9 SMB: 2"x9"x0.082"x0.124" 2x 10SMB: 2"x10"4.092"4.398" rlt K yam, ,.i D mma ,ri 0 XT1.0NAl, ELF rOCT �mD1 `/qt 'T "'`a`: M HOUSE WALL'' 1X2 2X3 rn x rN 2X3 9 I -off RESIDENCE"/ 3 HEADER WALL MOUNT,, ZD 1- COMPOSITE PANELS uj 3003-1-1154 !x 1/4"-1'SLOPE (MIN.) IIN x II 2X3X all a Niel a 2X3X.050 EDGE BEAM X 131-311, rn rn ro x x x r14 N 2X3 TYP. 1X2 TYP. ALUMINUM SPECIFICATIONS 1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS OTHERWISE NOTED. 2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH # 12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. # 10 SCREW 6" FROM ENDS & 12" CENTER TO CENETER, 3. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS (KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 INCHES. 4. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH PER FBC. 5. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS APPROVED BY FLORIDA ENGINEERING LLC. 6. 1 "X2" & 1 "X3" NON STRUCTURAL MEMBERS MAY BE USED INTERCHANGEABLY, 7, DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN THE FIELD. 36"(MAX.) O/H AT FRONT, 25% OF LAST PANEL WIDTH ALONG SIDES, TYP. HATCH/SYMBOL LEGEND HOST/ EXIST. HOUSE WALL,, 1X2 QD Ln 2X3 CL n �D 00 x En 2X3 9 I -oil --(PANEL LAYOUT MAY BE MIRRORED) Lo co Lli Lo (y) ai C3 u- LLJ M Z6 0 F- 0- < 61-611 61-611 FOUNDATION DESIGN PROPOSED 4" SLAB 3000 PSI CONCRETE W/ FIBERMESH + PERIMETER 8"X8" MONOLITHIC FOOTER (1) #5 REBAR CONT. SPECIFICATIONS THE FOLLOWING 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 APPLICABLE: a. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING COMPONENTS: i. PORTLAND CEMENT TYPE 1 - ASTM C 150 ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. - ASTM C 33 iii. AIR ENTRAINING +/- 1 % - ASTM C 260 iv. WATER REDUCING AGENT - ASTM C 494 v. CLEAN POTABLE WATER vi. OTHER ADMIXTURES NOT PERMITTED b. METAL ACCESSORIES SHALL CONFORM TO: i. REINFORCING BARS - ASTM A615, GRADE 60 ii. WELDED WIRE FABRIC - ASTM A185 c. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3'' OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT PERMITTED. d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3 INCLUDING HOT WEATHER RECOMMENDATIONS. e. MOIST CURE OR POLYETHYLENE CURING PERMITTED. f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE AREA FOR TERMITES IN COMPLIANCE WITH THE FBC. FOR RISK CATEGORY II, 111, & IV STRUCTURES ONLY. g. CONCRETE SLAB SHALL 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 & EPDXY #4 X 8'' REBAR INTO EX. FOUNDATION EMBED 4'' MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE (OR EQUAL) 48" O.C. TYP. ALL LOCATIONS 4. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH EMBED 6" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE (OR EQUAL) TYP. ALL LOCATIONS 5, WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI GROUT WITH BONDING AGENT. 6. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE NOTED. MASONRY SPECIFICATIONS 1. 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 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. FOOTING NOTES 1. PROVIDE 1-1/2' COVERAGE TOP, SIDES, BOTTOM AND 1" BETWEEN ADJACENT REBAR LAPS. 2. PROVIDE MIN. 3" COVERAGE OF REBAR FOR ALL CONCRETE IN CONTACT WITH THE EARTH. 3, FOOTING CONCRETE SHALL BE MIN. 3000 PSI AT 28 DAYS 4. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 60 5. PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE TO CITY / CO. REQUIREMENTS 6. PROVIDE 2500 PSF BEARING (TYPICAL) UNDER FOUNDATION 7. SEE GENERAL NOTES ABOVE FOR TYING INTO EXISTING FOUNDATIONS 8. SEE GENERAL NOTES ABOVE FOR ADDITIONAL CONCRETE INFORMATION & SPECS. \\\\\\,1``, IIIIIiI/////// N 0') 6 / u. L0 w ) j a cn i- u_ ;w o> <0O. = z N DOTING/FOOTING STEEL LAP BEND NEW 4" SLAB 3000 PSI 5 W/ FIBERMESH �i \� D GRADESCALE: NTS // \\ 6i 3':7,777, A5' CONCRETE LEGEND cl I HATCH INDICATES r HOST/ EXIST. cy) (1) #5 BAR � C''"3 � B' CONTINUOUS (25° MIN. LAP) NEW FOOTING Z Z <L Et ®_ 0 < NEW SLAB AREA 8"x8" MONOLITHIC FOOTING ® ci SCALE: NTS NOTE: ALL MAY NOT APPLY LLj J O 00 - i 024 FLASHING SEALED TO WALL (TYP.) a ` I # TAXI /2'S.M.S.W/INTEGRAi3/4"0WASHER AND NEOPRENE GASKET @ 12' O.C., TOP & BOTTOM. O O' F CLEARANCE PROHIBITS INSTALLATION OF TOP FASTENERS USE #14x4 S.M.S. W/ 1-1/4" O FENDER LC ... — WASHER AND NEOPRENE GASKET @ 12" O.C. s (3) PER PAN FOR PANS EXTRUDED OR BRAKE -FORMED ROOF HEADER OR RECEIVING CHANNEL (0.044" MIN. THICKNESS) >I WITH MIN. 1-1/2' BEARING LEG. HOST STRUCTURE \ 1/4' 0 x 2-1 /2' LONG WOOD LAG SCREW OR MASONRY OR WOOD 1 /4" O x 2-1 /4" LONG MASONRY ANCHORS @ 24" O.C. MAX. ROOF PANEL ATTACHMENT - MASONRY SCALE: N.T.S. EXISTING RAFTER OR TRUSS (� �0 L # 14x1 /2' S.M.S. W/ INTEGRAL 3/4" O O CHANNEL WASHER AND NEOPRENE GASKET O @ 12" O.C., TOP & BOTTOM 7 (3) PER PAN FOR PANS EXTRUDED OR FORMED ROOF HEADER \ OR RECEIVING CHANNEL (0.044" MIN. THICKNESS) SECURE FASCIA TO EACH WITH MIN. 1-1 /2' BEARING LEG. RAFTER TAIL W/ (1 j 1 /4" 0 x 4" - LONG PAN HEAD LAG SCREWS (1) 1 /4" 0 x 2" LAG SCREW @ 24" O.C. BEFORE ATTACHING REC. CHANNEL ENTIRE LENGTH OF RECEIVING CHANNEL ROOF PANEL ATTACHMENT - WOOD FRAME SCALE: N.T.S. -" C/ — ALUMINUM INTERNAL OR EXTERNAL RECEIVING CHANNEL w/(4)#IOx.75" INTO GIRT OR PURLIN & (2) #14x.75" INTO BEAM OR UPRIGHT 0.062 ANGLE (4) #IOxl-1/2' SMS INTO CLIPS MAYBE USED SCREW BOSSES C\ Ii I PURLIN MEMBER UPRIGHT, BEAM -SNAP, SELF MATING, OR HOLLOW DETAIL "C" - GIRT OR PURLIN TO BEAM OR POST DETAIL SCALE: NTS 1 /8"x2'x2'x ANGLE �� SELF -MATING 5032 H-32 ANGLE SNAP SECTION TYP. (2) - #12 SMS INTO COLUMN 1"x2' O.B. BASE PLATE-TYP. 1 /4" MASONRY ANCHOR EACH r--- ANGLE - EACH SIDE COL. ° 1-1 /4"MIN. CONIC. / ANCHOR EMBEDMENT 2-1/4" MIN. CONC. ANCHOREMBEDMENT .a SECONDARY ANGLE I a 3000 PSI CONIC. SLAB/ FTG. 6x6-1Ox10 WWM ---� OR FIBERMESH 1 /4" MASONRY ANCHOR AT EACH ANGLE 2-1/4" MIN. CONC. ANCHOR EMBEDMENT SECONDARY ANGLE F2' MIN. INCREASE DISTANCE WHEN GREATER THAN 2x4 p UPRIGHT IS USED ,I I SIDE VIEW — (2) - # 12 SMS �1/4" TAPCON XL (RED HEAD MFG. OR EQUAL) III111//// 2 @ 1 x2 BASE �2 @ SLAB (BEYOND) �I"x2'BASEPLAT EANCHORED TO CONC w/ 1 /4" MASONRY ANCHOR 6' MAX EACH SIDE n OF POST AND 24" O.C. MAX p 1- 1 /4" CONC. EMBEDMENT TYP. 3000 PSI CONIC. ;_� _ _ _ ` 6 NOTE SLAB/ FTG. WHERE PAVERS ARE PRESENT USE 5/16" 6x6-)Ox10 WWM - TAPCON XL (RED HEAD MFG.) MASONRY OR FIBERMESH FRONT VIEW ANCHORS TO PENETRATE UNDERLYING CONCRETE FOOTING 2-1/4" (MIN.) DETAIL " B" - 2"x4" OR LARGER SELF MATING UPRIGHT TO DECK DETAILS SCALE: NTS ANCHORING UPRIGHT TO FOUNDATION NOTES: 1.- IF PAVERS ARE PRESENT, CONCRETE ANCHORS SHALL PENETRATE INTO FOOTING 2-1/4" MIN. (TYP.) 2.- WHEN FASTENING TO WOOD USE 1 /4" GALV, LAG SCREW IN LIEU OF CONC. ANCHORS AND ENSURE 2-1/4" MIN. PENETRATION INTO STRUCTURAL FRAMING BENEATH (TYP.) 3.- NO SECONDARY ANGLE REQUIRED FOR 2X3 UPRIGHTS OR DOOR JAMBS. S.M.S. w/ 1-1/4" 6 FENDER WASHER !EO-PRENE GASKET @ 12' O.C. 9/16" W/ 5/8" NEO-WASIIER '. PAN FOR PANS COVER END OF PANEL CARRIER BEAM (SEE PAGE-2 FOR SIZE) 1/4" DIA. MACHINE ,LTS THRU CARRIER 4M & POST TERNATELY (4) #101NTO SCREW ,SS OF UPRIGHT 2' MIN. PTIONALEXTRUDED GUTTER IS TACHED TO 3" INSULATED ROOF #12XV 6" FROM ENDS 24" O.C. 2"X2"X1/8" ANGLE CUT TO FIT W/ (3) #12x.75" EACH LEG EACH SIDE OF UPRIGHT'EYP ROOF PER PLAN #14x4"S.M.S. w/ 1-1/4'' O FENDER WASHER AND NEO-PRENE GASKET @ 12' O.C. #12 X 9/16" W/ 5/8" NEO-WASHER (3) PER PAN FOR PANS COVER END OF PANEL 3" X 2" X .050" MIN. (SEE PLAN) OPTION #I FASTEN TOP OF HEADER TO INTERSECTING MEMBER w/ (4) #10 SMS (INTERNAL) 2" MIN. INTO SCREW BOSS OF INTERSECTING MEMBER EDGE BEAM PER PLAN 7� it i, III OPTION #2 it it ii )III ALUMINUM INTERNAL OR EXTERNAL u it u u RECEIVING CHANNEL w/(M#lOx.75' u !t ii it INTO COLUMN & (2) #14x.75' COL. PER �� COL- PER �� INTO EDGE BEAM ('0.062 ANGLE PLAN ii PLAN CLIPS MAYBE USED) II II II II II ii II it II i! II III I IL-_4III- 2X3/ 2X4 COL. TO 2X3/ 2X4 EDGE BEAM CONNECTION SCALE: N.T.S. 114x4" S.MS. w/ 1-1/4" 0 FENDER WASHER AND NEO-PRENE GASKET @12"O.C- 2"X2"Xl/8"ANGLE CUT TO ED #144" S.M-S. w/ 1-1/4" 0 FENDER WASHER w/#12x.75" @ 1" SPACING MAX. AND NEO-PRENE GASKET @ 24" O.0 (4) PER LEG (MIN.) EACH SIDE TYP. FOR NON -LOAD BEARING WALLS ALTERNATELY CLIPS MAYBE USED - PRIMARY UPRIGHT PER PLAN 1 SIDE WALL 24" UPRIGHT " DIA. TAPCON 6" FROM ENDS 0 J O_C. MAX 1-1/4"EMBEDMENT Qy PER PLAN INTO UNDERLYING CONC > �I I N Q i ALUMINUM INTERNAL OR EXTERNAL i RECEIVING CHANNEL w/(4)410x.75" INTO GIRT OR PURLIN & (2) 414x.75" INTO BEAM OR UPRIGHT 0.062 NGLE 14) 11C,2" SMS INTO SCREW BOSSES i MAYBE USED CLIPS MAYBE USED CHAIR RAIL PER PLAN J r -- ( 'ANGLE REQUIRED ONE SIDE ONLY AT CORNER AND DOOR OPENINGS WHERE KICK FLAIL IS INDICATED FASTEN W/910 X 9/16' SMS (� 6" FROM CORNERS 18' IN FIELD (2)#10x2" SMS INTO SEE UPRIGHT TO DECK 1/4° DIA, TAPCON 6" FROM ENDS OR FASTEN W/ #8 X9/16" SMS SCREW BOSSES OR — CONNECTION DETAIL c / EMBEDMENT CLIPS MAY BE USED 2" FROM CORNE:R58" IN FIELD CL INTO UNDERLYING CONIC- — �— — -- FOUNDATION PER PLAN SCREEN ROOM END WALL DETAIL SCALE: N.T.S.