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HomeMy WebLinkAbout22-48541,047MM010iffXASS 24 26 21 0090 00000 0300 Name: GUALESCA DIAZ Address: 3269 Moulden Hollow Dr ZEPHYRHILLS, FL 33540 Phone: (813) 846-5109 City of Zephyrhilis 11111"111 5335 Eighth Street Zephyrhills, FIL 33542 BAR-004854-2622 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 10/25/2022 Permit Type: Add/Alter (Residential) Class of Work: Add/Alter Residential Building Valuation: $13,582.00 Electrical Valuation: $1.00 Mechanical Valuation: $1.00 Plumbing Valuation: $1.00 Total Valuation: $13,585.00 Total Fees: $161.87 Amount Paid: $161.87 Date Paid: 10/25/2022 1:35:30PM 3269 Moulden Hollow Drive Ilk 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. CONTRACTOR SIGNATURE • RMMIM=111 113 PEJAIT OFFICE[) 610 10.100100-hAr-D rei-iffille HIM Slill ONE 0 k, 0 N�Wk A 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permittin 1-76 Owner's Name GUA LIE: S C Owner Phone Number Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address 1 C4 JOB ADDRESS M ?I LOT # SUBDIVISION I /i L0_121±4 PARCELID#1 '214-2(o -2 1- ()(At) — C)OQOC>— IOBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW COLNSTR ADD/ALT SIGN DEMOLISH El INSTAL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK //VSM'L1_ SC_A_P_L_'1 6— " r— sw'.Ne� BUILDING SIZE 1 14 V 2 4 SQ FOOTAGE Ge HEIGHT IL X W_ 4L W IL IL W. k It t k 4. %L k -L AL k IL k AL & k BR x It -L k x x x It IL AL k x IL it x AL k k 9. :kW. IL X E. k IL x IL it 4L k IL 64. t k IL k k E] BUILDING $ 13. T82. I VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL =PLUMBING =MECHANICAL =GAS ROOFING FINISHED FLOOR ELEVATIONS BUILDER SIGNATURE Address AMP SERVICE O PROGRESS ENERGY 0 W.R.E.C. VALUATION OF MECHANICAL INSTALLATION SPECIALTY = OTHER FLOOD ZONE AREA =YES NO e COMPANY REGISTERED I Y/N I FEE CURREN I Y/N License # I ELECTRICIAN COMPANY = I SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License PLUMBER COMPANY = I SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License # MECHANICAL COMPANY = SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address :1 License# OTHER COMPANY SIGNATURE REGISTERED YIN 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 data. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster, Site Work Permit for alln ,ew 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) Rerools if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813a80-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations, The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): if valuation of work is $2,500,00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowners Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: 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. FLORIDA JURAT (F.S. 147.03) OWNER OR AGENT - Subscribed and sworn to (or affirmrae 1 before me_ me or Commission No S bscrUa d and d , %no is/ ems Public Commission No 11 GiAC11 O0 Dt1ERARDINO 4 KraY aua{ Notary Public - State of Ftotida = Commission # GG 93035 w* *= My GommExpires 12-22-2023 - ev . Bonded Through TTOy Fain Insurance me identification. Public „/, GIACOMO DIBERARDINQ Notary Public - State of Florida Commission # GG 930569 opc My Comm. Expires 12"22 24 Bonded Through Troy Fain In$Ur,j1,nCe INSTR#2022208330OR BK10695 PG1283 Page 1 of 1 09/2112022 08:57 AM Roof: 2505952 Rea 10,00 DS: 0.00 M O. Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller This spa" for use by Clerk of the Circuit Court only, Permit Number: The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in the NOTICE OF COMMENCEMENT. I . Legal Description of property (street address required): 1269 MOULDEN HOLLOW DRIVE ZEPHY1RH ILLS FL�q3�4Q-- HIDDEN RIVER PHASE ONE A PB 74 PG 101 LOT 30 2. General description of improvements: INSTALL SCREEN ENCLOSURE AND SLAB 3a. Owner Name: -9AIALEag&OIA� Owner Address: 3269 MOULDEN HOLLOW DRIVE EPHYRHILLS FL 33540 3b. Owner's interest in site: 3c. Fee Simple Titleholder (of other than owner) Address: 4- Contractor Name: Address: 6214 W. LINESAUGH AVE., TAMPA, FL 33625 Phone: 813-961-1764 5. Surety Name: Amount ofbond: Address: 6. Lender Name: Contact: Address: Phone: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713, 13(l)(a)7, Florida Statutes, Name: Address: Phone Number! S. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(t)(b), Florida Statutes. Name: Address: Phone Number: 9, Expiration date of Notice of Commencement (expiration date is one (1) year from 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 113, 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 BEFORETHEFIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COvINMN<3NG WORK OR RECORDING YQVR NOTICE OF COMM.'ENCENTENT. Si gnature of Owner or Lessee, or Owner's or Lessee's Authorized Officer/T)irector/PaTtner/Matiager OWNER Signatory's Title/Office STATE OF FLORIDA COUNTY OF HILLSBOROUGH 14, ir-A,- I The foregoing instTumcntwas a�;knowie4gebefore methis 0 day of nut nn, 20 Z by for Pal j 0, Personally Known OR Produced Identification b D - 3-f I Type of Identification Produced L UrL Z' AUX0WALAMAW "D WCOAMM9063W43 ignature - Notary Public 9WMF4bWy1,= read- the foregoing and that the facts stated in it are true to the best of my knowledge and belief. A Sign tore of Natural Person Signing :�vc (A copy of -Y hood inmt he Mehed M the time of ree.,dMi- of thk Nome of 0—e—Int) Updated 29NOV2012 ANDERSON ALUMINUM, INC, POOL ENCLOSURES QUALITY WORK SCREEN ROOMS --�---__ AT AFFORDABLE PRICES GLASS & VINYL ROOMS - (813) 961-1764 CARPORTS Fax: (813) 968-6635 CONCRETE FOUNDATIONS Email: anderson.alutWnum@verizon.net 6214 W. LINEBAUGH AVE. -" LICENSE # RX 0055031 TAMPA, FL 33625 Fan dly Owned chi Operated For Over 30 Years. SCC 131149714 PROPOSAL SUBMITTED TO PROPOSAL NO. SHEET NO. STREE p g L,1 e o!lolatr JOB NAME CITY, STATE and ZIP CODE p k t ZE 0 DATE v 2 o JOB LOCATION PHONE r DATEOFPLANS JOBPHONE 8116�-COLOR �. 99 SCREEN C ��" PAN COLOR GUTTER _- KICK PLATE EXTRUSION L e ATTACH TO: C �", � a ". c2d0 fmo.I .A' WALL / GI I , �e }l ) $4 i aR AI ! 1 FASCIA_ ri 0,X,1,/ a+:C HEIGHT OVERHANG 4Ai; P le g 4? J� 4 O MANSARD i / �i -� � d e d Z b 4 GABLE . 4%g �'o . A�µr Ste. *.'7. / � ">�P � �6 �* bP W G � FLAT "`ao app ii-' x:J`o, t` -4 i�: I (�S _ DOORS i. �01 ,. d.1�1-eel-'n�r�d.�/5�. SUPER GUTTER ®¢ WINDOWS INSULATION � r"� i � r� � V/? ' ter' f PAN ROOF 1 ! Cla a /a r` t ct A BONDED ROOF .-, � � � e/1:0 CONCRETENNW NOTE: ANDERSON ALUMINUM WILL NOT BE RESPONSIBLE FOR ANY REQUIRED ELECTRIC UNLESS SPECIFIED ON THIS CONTRACT. YOU MAY CANCEL THIS TRANSACTION WITHOUT PENALTY OR OBLIGATION WITHIN THREE BUSINESS DAYS FROM THE ABOVE DATE. IF YOU CANCEL ANY PAYMENTS FOOTER MADE BY YOU UNDER THIS CONTRACT WILL BE RETURNED WITHIN 10 DAYS AFTER YOU GIVE WRITTEN NOTICE TO THE COMPANY OF YOUR CANCELLATION. IF YOU CHOOSE TO CANCEL AFTER THE THREE DAY RECISION PERIOD YOU WILL BE RESPONSIBLE FOR ANY EXPENSES INCURRED BY THE COMPANY. THIS WILL INCLUDE BUT IS NOT LIMITED TO SALES COMMISSIONS AND PERMIT/ENGINEERING EXPENSES. G' VMJ00 hereby to furnish material and labor — complete in accordance with above specifications, for the sum of: dollars �$ 3 Paym t to be made as follows ;^ RECORD SURVEY (FINAL) SEC, 24 TWP. 26 S, RNG. 21 E. LOT 30 BEARING ­ BASIS: HIDDEN RIVER PHASE ONE A NORTH BOUNDARY OF SUBJECT PLAT BEING S 89'40'43" E PASCO COUNTY, FLORIDA. THIS SURVEYISSUBJECT TO ANY FACTS THAT LEGENE): MAY BE DISC OSED BY A FULL AND ACCURATE E-00.00 - EXISTING PRADE TITLE SEARCH. ALSO SUBJECT TO SETBACKS, EASEMENTS AND RESTRICTIONS OF RECORD, UNDERGROUND FOOTER, STEM WALL, AND UNDERGROUND UTILITIES ARE NOT LOCATED OR SHOWN. DO NOT SCALE THIS PRINT, DIMENSIONS AND NOTES TAKE PREFERENCE. PREPARED FOR & CERTIFIED TO: DESCRIPTION NOT CONTAINING PLAT BOOK AND NORTH AMERICAN TITLE CO. PAGE INDICATES THAT PLAT IS IN PRELIMINARY STAGE AND IS SUBJECT TO CHANGE AND/OR NORTH AMERICAN TITLE INSURANCE CO. REVISION, EAGLE HOME MORTGAGE, LLC CERTAIN DATA SHOWN HEREON BASED ON THOMAS JONATHON MARRERO AND ENGINEERING PLANS PROVIDED BY CLIENT. GUALESCA DIAZ PURPOSE OF SURVEY: TO OBTAIN HORIZONTAL AND/OR VERTICAL DIMENSIONAL DATA TO SHOW CONSTRUCTION IMPROVEMENTS. 10' DRAINAGE/UTILITY EASEMENT LOT 29 3. 7-7 �T 6.0 Ld Z, ;. FIR 5/8" :8-. > PLAT S 89-36'58" E (P&M) 109�99 I ;) I BOUNDARY NO ID SIR 2 DO- 0 '0 0 >- 24� z ........ ....... C) 4x 65.0 20 5' 0 0 U Cov. 1 20 5' Y. Q- 011 ONE STORY CON _j in ENTR 4 CONC. C)o MASONRY ko CJ U-1 WALK o RESIDENCE 0 u) Z 8 z CL 0 �4.5'. 0 290 0 V) TRACT "1" 25.06" ,,NO ID F.,N 89'36'58" W (P&M) 109,99' BUFFER/DRAINAGE & LANDSCAPE EASEMENT "V ;o LOT 31 PC(P) LOWEST FLOOR ELEVATIONS: LIVING AREA: 74.38' GARAGE 73.86' DESCRIPTION: ELEVATIONSAREA: REFERENCED TO LOT 30, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE ONE A", NATIONAL GEODETIC VERTICAL AS RECORDED IN PLAT BOOK 074, PAGES 101 THROUGH 121, DATUM OF 1929. MEAN SEA OF THE PUBLA" RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT, APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO, 12101C 0458 F EFFECTIVE DATE: 9/26/2014 ,EG ND: IBFE)- BASE FLOOD ELEVATION, (C)- CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)- PLAT- DATA, CE= CENTERLINE, A/C= AIR CONDITIONER, 3/C= BACK OF CURB, C/S= CONCRETE SLAB, CH- CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC= CONCRETE, COV,= COVERED, E/P= EDGE OF DAVEMENT, ELEV.= ELEVATION, ESM'T= EASEMENT, F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, 'N&D- FOUND NAIL & DISK, FPP= FOUND PINCHED PIPE, LFE= LOWEST FLOOR ELEVATION, MAS,= MASONRY, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK, ICP- PERMANENT CONTROL POINT, PRM= PERMANENT REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR= SET 1/2" IRON ROD & CAP No. 4493, 3N&D --T NAIL & DISK N UTILITY PQLE� jh)��)) : (A N D - n Sms Square Feet: 6599.32 LENNAR HOMES SURVEYORS AND MAPPERS Checked By: I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL JRB ONE ;VALID Y HE STANDARDS AS T FOR 11 T FLORIDA BOARD OF i BS WAY Scale: R FE I AL AN PROFESSI AL AN 0 SS 1 "-30- 5'- 1' IN CHAPT R 5J-17050 FLORIDA SUJ 6---, , ADMINIS DM' N IS P 0 S T P S CT 472 2 "ig Wb'jo NOT WITHOUT THE SIGNATURE AND fSUS e47 TA TU TE STATUTE & , I THE ORIGINAL RAISED SEAL OF A FLORIDA :MAPPER FINAL 7/24/18 DWB tINCHAPIT OHN R. DATE J HN R. EAC DATE' '0 4#4493 LICENSED SURVEYOR AND LO 1 93 FLORI REG, LA SURVEYOR No. 2984 Revisions: FORM BOARD TIE IN 5/1/18 JMM, FOUNDATION TIE IN 5/15/18 JMM e,f-a--rs ov,/Cpq Wle, - 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 1 b04.5: 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: NEW 4" CONCRETE SLAB W/ 6" THICKNED EDGE 3000 PSI W/ FIBERMESH 6 MIL VAPOR BARRIER TERMITE TREATMENT MISCELLANEOUS: 1. 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. SHEET NO. DRAWING INDEX S/01 GENERAL NOTES S/02 S/03 PLAN/ ELEVATIONS FOUNDATION PLAN S/04 DETAILS S/05 S/06 DETAILS DETAILS s s � � � � � � � JL s Lo cr) A W Lo co ui _. o < i ����IIIIIIIItVAA���� c Y C ELECT� GODE OCT 1 VIEW IC -)AT EF F Y OF EPH� AN EXAMINER r-♦ 1 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. ROOF BRACING SHALL BE A MINIMUM 2"X3"X.050". 4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS (KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 INCHES. 5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH PER FBC. 6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS APPROVED BY FLORIDA ENGINEERING LLC. 7. 1"X2" & 1 "X3" NON STRUCTURAL MEMBERS MAY BE USED INTERCHANGEABLY. 8. DOOR LOCATION MAY BE DETERMINED/ RELOCATED BY CONTRACTOR IN THE FIELD. HATCH/ SYMBOL LEGEND HATCH INDICATES EXIST. STRUCTURE NOTE: ALL MAY NOT APPLY HOUSE WALL, / RESIDENCE HOUSE WALL 1X2 HOST 16" O/H STRUC. GUTTER 1X2 -------- ------------------- Q c INI N i N -IfN m m I � cc 'ram- (}- N G cV i i -I + + h Ln IX X N X X % IN X1 X c i N x \ ( N N I NI o 2X4SM r _ 2X2 TYP. 2X4SMBI DJ DJ N 2X3 DJ 3��� 2X3 DJ - -- -- 1X2 — - -- — 3'-0'° 8'-0" �8'-2 T- 4'-0" MAX 2X8SMB C.B. N 1 N vj `� / ul X X x 1X2 TYP. ' -- — --- -- 24 -0 11 ����A111111111/��� Jam......... Lo ,,� y 0) C-,J cm e Co = o Z L0CNJ cly ut O °. t— u-, e W 0- = eW w <®®e — a Y ui o FOUNDATION DESIGN: NEW 4" CONCRETE SLAB W/ 6" THICKNED EDGE 3000 PSI W/ FIBERMESH 6 MIL VAPOR BARRIER TERMITE TREATMENT 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 I - ASTM C 150 ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. - ASTM C 33 iii. AIR ENTRAINING +/- I % - 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 A 185 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 11, 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 W1 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 I" 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 S. 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. #4 DOWEL @ 4'O.C. MAX. & 5" FROM EDGES 6" EMBEDMENT INTO NEW SLAB & 6" MIN INTO EXISTING FOUNDATION EXISTING FOUNDAION SLAB NEW 4" SLAB W/ 6" THICKENED EDGE DETAIL SCALE: N.T.S. Ems C%ll C-3 c) LL Lij < ry: 0 of c) I,_ 0: . z t' j I 5'X?" (6'' NOMINAL) THICKENED EDGE < CONCRETE LEGEND HATCH INDICATES HOST/ EXIST. 6" THICKENED EDGE NEW SLAB AREA NOTE: ALL MAY NOT APPLY NEW 4" SLAB W/ 6" THICKENED EDGE DETAIL r T- 1t1I111Illlfll///L tw3° ALUMINUM MEMBERS DIMENSIONS: �T a CU a4 6 u i .. (2) # I Ox3" SMS INTO SCREW _ ° Cq N ° a 1"x2" FASTEN TO COL. (INTERNAL)- i BOSSES FOR EDGE MEMBER HOLLOW SECTIONS _ Lo w/)2)#10xl-1/2"SMS, FASTEN TO ) - (o u- EAVE RAILS ABOVE w1# 70 1-1/2" SMS ; 2 X 2: 2' X 2" X 0.050' _ : Q O ii' • 24"O.C.AND6"WITHINCOL * 2X3:2'X3"X0.050" _ :V 0e -- 2x4:2'x4"x0.050" °I I I 2x5:2"x5"x0.050" / °• �;� z i TABLE "D" �1 BEAM PER PLAN o a (SLOPED OR FLAT) EM OPEN BACK SECTIONS _ BEAM QTY/ SIZE EACH SIDE EDGEMEMBER PURLIN a ( 1 x 2: 1 " x 2" x 0.044"t- ---- ) 1 x 3: 1" x 3" x 0.045" ILL//1 \\�� 0 11unII11L 2 x 3 (6)/ # 10 �T SNAP SECTIONS ---- -EDGE MEMBER 2 x 4 - BEAM PER PLAN INTO BEAM OR PURLIN 2 X 2 SNAP: 2" X 2" X 0.045" �J OD (8)/ #10 NOTCHED TO RECEIVE h 2 x 5 COLUMN WITHIN 2 x 3 SNAP: 2 x 3 x 0.050" � C:� LC� o BRACE 2 x 4 SNAP: 2 x 4' x 0.045" r O� BEAM it —.-.-._....-( ) 'i SMS, (EACH SIDE) F 1 2x6 9/#1 INSTALL BRACE �I - 0.0625" 6063-T6 FLAT PLATE 2 x 7 (1 1)/ # 10 Q !SIZE PER TABLED" TO CORNER w/(8) # lOx.75" SMS, MIN..5' 2Ex 4 SMB 2 zLF MATING (4� (SMB) x 0.100" �{ ------ EDGE DISTANCE, PLATE MAY BE < U i I i I 2 X 8 (12)/ # 12 I �) FASTENED INTERNALLY TO BRACE 2 x 5 SMB: 2" X 5" X 0.050" X 0.1 1 6" Q NOTCH PROFILE MAY VARY _ 2 x 9 (14)/ # 12 TO PERMIT CORRECT # SMS i II, 2 X 6 SMB: 2" X 6" X 0.050" X 0.120" N 0 PURLIN j 2 x 7 SMB: 2" x 7" x 0.055" x 0.120" L.L p U 2 x 10 (14)/ #12 COLUMN PER PLAN 2 x 8 SMB: 2" x 8" x 0.072" x 0.224" —J 0 00 w MAINTAIN MIN, OF 5/8" SEPERATION j 2 X 9 SMB: 2" X 9" X 0.072" X 0.224" —) �% FROM EDGE OF BEAM SMS O.C. ( ___jL_ _ Lvl_� 2 X 9(H) SMB: 2° X 9" X 0.082" x 0.306" W Q W U-) o 2 x 10 SMB: 2" x 10" x 0.092" x 0.374" Z r LI.I 0-)J DETAIL E - UPRIGHT TO BEAM DETAIL "D" - ROOF BRACING CONNECTION ALL MAY NOT APPLY cf W CONNECTION SCALE: NTS SCALE: NTS DETAIL A z ® T- J N Q -� a Q U MINIMUM NUMBER OF TAPCONS INTO CONCRETE & ALUMINUM INTERNAL OR EXTERNAL # 12 X 3/4" S.M.S. INTO UPRIGHT / EACH SIDE OF BEAM RECEIVING CHANNELw/14) #tOx.75" [i! THROUGH SECONDARY 2" X 2" X 0,125" ANGLES _ INTO GIRT OR PURLIN a (2) #lax.7s �,� -- - - —-- "" INTO BEAM OR UPRIGHT0.062 ANGLE ! `� (SEE BELOW) 1� CLIPS MAYBE USED 4) # IOxI-1/2"SMS INTO 2X4 S,M,B. (1) 1 /4" X 2-1/4" S.S. TAPCON & (2) # 10 X 3/4" S.M.S. SCREW BOSSES 2X5 S.M.B. (1) 1 /4" X 2-1/4" S.S. TAPCON & (2) # 10 X 3/4" S.M.S. ]—[7FASTEN TOP OF HEADER TO INTERSECTING CV 2X6 S.M.B. (2) 1 /4" X 2-1/4" S.S. TAPCON & (3) # 10 X 3/4" S.M.S. x2" MEMBER w/)2) #10SMS w/1" 2X7 S.M.B. (2) 1/4" X 2-1/4" S.S. TAPCON & (4) # 10 X 3/4"S.M.S. j NETRATION INTO SCREW BOSS OF2X8 S.M.B. (3) 1/4" X 2-1/4" S.S. TAPCON & (5) # 10 X 3/4" S.M.S. x2 MEMBER - TYP. BOTH SIDES 2X9 S.M.B. (4) 1 /4" X 2-1/4" S.S. TAPCON & (6) # 10 X 3/4" S.M.S. - z 2X 10 S.M.B. (5) 1 /4" X 2-1 /4" S.S. TAPCON & (7) # 10 X 3/4" S.M.S. I- 2"x2"DOORJAMB ---� ( _PURLIN 0 MEMBER f<- 1/8"x2k2"x ANGLE -i � SNAP SECTION TYP. P. ,, —,- SELF MATING, OR HOLLOW F ( �� II UPRIGHT, BEAM -SNAP, 5032 H-32 ANGLE .. I'�, r (2) - # 10 SMS INTO COLUMN I'XY' O.B. BASE PLATE-TYP. li 1 'i a 1!4" MASONRY -EACH SIDE COL. o o _ (.._.. .... ,i _. T� 1 INTO SCREW BOSS OF HEADER # IOx3 FASTEN HEADER w/ 2 ANCHOR EACH - � I � i i ! DETAIL "C" - GIRT OR PURLIN TO BEAM ) p 7-REVEAL;YP. a Mw.coNc. EADEN OR POST DETAIL SCALE: NTS 2 SECONDARY ANGLE _� WHEN Z-BAR IS USED - FASTEN 1 Lli ANCHOR EMBEDMENT ANCHOR EMBEDMENT ALTERNATE HEADER CONNECTION p Q Ad e a p " 7'k2" O.B. LOCATION TYP. ( i Z-BAR TO COL/HEADER AT EACH �i - .........— ._._-...__.._. I e �. Jy 7 MIN. INCREASE DISTANCE _ 1 n � CORNER AND 18" O/C �j _ =--------- ----- WHEN GREATER THAN 2x4 3000 PSI CONIC. UPRIGHT IS USED 2"x2"x.063" -DIM. TO MATCH PURLIN-- SIZE G CHANNEL SLAB! FTG. ATTACH 2"x2" TO BASE PLATE I) � �, ( (2) #12 SMS EACH IDE I EAVE RAIL �� cG 0 6x6-1Ox10 WWM -----� SIDE VIEW NOTE OR FIBERMESH Lu WHERE PAVERS ARE PRESENT USE 5/16" I' {3) # 12 EACH SIDE INTO PURLIN J TAPCON XL (RED HEAD MFG.) MASONRY j ALTERNATE BASE PLATE CONNECTION ( Q ANCHORS TO PENETRATE UNDERLYING z CONCRETE FOOTING 2-1/4" (MIN.) i) (INTERNAL)w/(2)#10x2'SMS ij ? I Q (D = J 1 /4" MASONRY ANCHOR �� P o -� Lo r AT EACH ANGLE i v (2} - # 10 SMS ( I�j AT BASE PLATE TO 2'k2" J Q � z 1 CD w/(2) # IOx3" SMS INTO SCREW (i EAVE RAIL- SEE PLAN ° ! Q m W I -- 1/4"' TAPCON XL (RED HEAD MFG. OR EQUAL) wi BOSS OF BASE PLATEEXTRUSION LIJ 0 2Q 1x2BASEZ2 SLAB (BEYOND) Iri Ix2 OPEN BACK li Q W � Z EXTRUSION UPRIGHT w O ry "x2"BASE PLATE ANCHORED -_ _.._._._..._ _.._...__. _.......___—._ —_ RAIL EACH SIDE OF COLUMN Q )2) #lOx2"SMS THRU 1x2INTO p ®� 0- p _ EAVE (� h V' I� 0') CL TO CONC w/ 1 /4 MASONRY o U r d ANCHOR 6" MAX EACH SIDE fNW O F- 0 ® CN IU OF POST AND 24" O.C. MAX a a p o o n p e o ° 4 z 0 a p 1-1/4"CONIC.EMBEDMENT TYR. <" ° ° ° o a a " u O 0 a 3000 PSI CONIC. _ o _ ___ 6 SLAB/ FTG. 1 /4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF DESIGN DATE: 09/01/2022 6x6-1Ox10 WWM FRONT VIEW COLUMN 1-1/4" PENETRATION INTO UNDERLYING FOOTINGDETAIL —" -- QR FIBERMESH DETAIL "B" - 2"x4" OR LARGER SELF MATING DETAIL CONNECDOOOR JAMBSCALE:DNTS CONNECTIONLvSCALE: URLIN NTS REVISION 2: DATE DATE SHEET PED UPRIGHT TO DECK DETAILS SCALE. NTS DRAWN BY: DP 'SCALE: NTS ', ' ------------ -- -- - GIRT FASTENED INTERNALLY A T EACH END 1 k5 x2 WIDTH EXTRUDED GUTTER BRACKET 4 �� �i C14 w/ # I Ox1.5"EACH SCREW GROOVE. FASTEN (THICKNESS OF LEG @ WOOD SCREW SHALL BE � �• ° ° ��i M^ TO BEAM w/ 2'k2"kl/8' ANGLE (2) #12SMS 0.125" MIN., W LONG LEG SHALL BE0.072 MIN-) INTO BEAM & (2) # lOx1.5 THRU ANGLE INTO @ EACH BEAM w/(2) #10x3/4" SMS @ 1"SPACING GUTTER WHERE NO GIRT IS PRESENT, ATTACH INTO GUTTER LIP. FOR BEAMS ABOVE 2x8 INSTALL • o CD •••Li lY ANGLE DIRECTLY TO GUTTER GUTTER BRACE AT MIDPOINT BETWEEN BEAMS & _ <• co if L1J C) d _ IN 2" GUTTER BRACE AT EACH BEAM -------- - - _ LL OCATION. = Ed � < Q Q e Q� s _ - Z .050" GUTTER STIFFNER 2"x2x1/8"ANGLE FASTEN TO FASCIAw(2) w/ EAC) H L G FAST i0SMS00D GUT ER RE'2 # 10 SMS GUTTER LL! EXISTING HOST STRUCTURE BRACE (DESIGNED BY OTHERS) I _ WHEN BEAM & PURLIN BEAM - — BE ONAM & ORNER- L FASTEN OUTSIDE OF SPACING CI WOOD SCREWS @ 1" V & (4) #10 SIMSPURLE 0 2) #10 SMS SPACING @EACH GUTTER BRACKET w/ 1/8 x2'x2" ANGLE N ramSMS EACH LEG Q C) o & (1) @ 18" O.C. MAX. L(� O 0 o M MIN. EMBEDMENT SHALL BE 2 (9) # 12x3/4" SMS J — } 9m -- CLOSE BOTTOM OF FOR BEAM O -� 0-1 1/8" PLATE ON 45' ANGLE - BEAM WHEN TRIMMED - ��� -� W .044 RECEIVING CHANNEL, OVER 2x5 I. OR i/8"x2'k2"ANGLE w/(4) .044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER # 12 SMS INTO EACH FASTEN w/(2) #12 SMS INTERNALLY w/(2) #10 SMS INTERSECTING MEMBER o o a Q Q EACH SIDE OF BEAM FASTEN INSIDE CORNER ALTERNATELY 2x2x1/8" ANGLE BELOW GIRT, (2) #14 SMS INTO (BEAM TO PURLIN) j BEAM & IS) # 10 SMS INTO STRUCTURAL GUTTER j w/ 7 /8'k2'k2" ANGLE -- � C 0 w/(2) #10 SMS j o I UJ —) 0 co INTO BEA & MEMBER Lu < LL � o SIDE VIEW �_� _ .. (BEAM & PURLIN) EYEBOLT FOR c �— DETAIL "M'° BEAM & PURLIN TO GUTTER �% —CABLE TENSIONUJ OPTIONAL GIRT- o (� W #10 SMS WITHIN 6" — PERIMETER M cLL I FRAMING II-1/8"STAINLESSSTEEL L� & @ 24" O.C. MAX. ( FASTEN GUTTER TO BRAIDED CABLE 1- ^ W CONNECTION SCALE: NTS UU FASCIA w #14x2" �' wooD SCREW 18" O.C. LL N -(z) #10 SMS DETAIL 1-2" CABLE CONNECTION Q = o� G -- AT CORNER SCALE: NTS C) < o RACE WOOD SCREW 7-0 Lo 2x2xi/8"ANGLE i' (2) #14xZ ® cy) EA. SIDE OF BEAM /8' STAINLESS STEEL CV w/(2) #10 SMS EACH LEG EACH SIDE '`"�-� BRAIDED CABLE CV FASCIA (2"x6" MIN. EXISTING) - (2) # 14 WOOD SCREWS 40° MIN, (\) GUTTER STRUCTURAL O INTO FASCIA bO AX. ff._1..._. Q I\ 2 #10SMS- 2"xZ'xl/8"ANGLE w/(2)- GIRT ,/ Z TOP VIEW #10 SMS EA. LEG J a a � DETAIL "H" BEAM TO GUTTER - CONNECTION o --� - 3000 PSI CONC. FOR PAVERS 12 1 /4EL CLIP SMB 6x6-IOx10 - — 3 I R PA ERS (2' SLEEVE ANCHORS 0 SCALE: • THRU PAVERS INTO k6" TAPCONS WWM OR . tBERMESH ) FOOTING ` f o c ! -GIRT j In _........�.. i ---I--�-1/8"STAINLESS STEEL ---� j o 0 0 7 0 o - _ _.._......_ _... BRAIDED CABLE F-1 0 ( 1/8"x2'k4"STRAP - -- 40°MIN. (2) #10 SMS INTO BEAM - STRUCTURAL GUTTER 60' MAX. F (2) #10 SMS INTO GUTTER SIDE VIEW W o a > F Fy In o 3/16"-5052-H32 GUSSET - (�},J " F '" INTERNAL OR EXTERNAL I ��--�� O GIRT I 3000 PSI CONC. Q 2 x 10 SMB ILLUSTRATED - - 2 GUTTER BRACE > O tf) EACH w/(2) #10 SMS 6x6-1Ox10- 3/8" DIA x 3" EMBED - J C9 FASCIA ( 1 INTO GUTTER & (2) #14 WWM OR FIBERMESH CONC. SCREW ANCHOR z = O M TABLE B-1 WOOD SCREWS INTO FASCIA (TAPCON OR EQUAL)2E (D -- NOTE F GUTTER INSTALL FASTENERS ALONG PERIMETER OF GUSSET BEAM COL TO BEAM BEAM TO BE 2"x2"xl/8" ANGLE w/(2) _ o BRACE - 118" STAINLESS STEEL -I <C z -BEAM JOINT 3/8" MIN, FROM EDGE. FASTENERS SIZE QTY SMS/ QTY SMS/ # 10 SMS EA. LEG BRAIDED CABLE <>w m M LL' J SIDE OF COL EA. FACE/SIDE 40° MIN. W -- / MAY BE STAGGERED TO INSURE PROPER ! 60° MAX. /` z =1 QUANTITY PER TABLE B-1 Z J 1n 2x4 {8) #10 (13j #10 o w O _j _ _.- (2) # 12 SMS U U) W FASTENER PATTERN MAY APPEAR DIFFERENT 2 X 5 (8) #10 ( (13) #10 1 ( -- A ° 1 - (', Q FROM ILLUSTRATION. 2 x b (1 1) # 10 13 # 10 G j 0 uj o � MAINTAIN 1 /2"SEPARATION BETWEEN FASTENERS. 2 X 7 (15 # 10 I l SI # 10 �� SMB r ° ° ° r C) Q N Z BEAM JOINT OR EDGE OF BEAM LAP _.------ - I I I- o o T ° > Q U CV W MAINTAIN 3/8' MIN, FASTENER SEPARATION FROM \ _ ° > d FASTENERS MAY BE EVENLY SPACED AROUND - j °___� ( Q (D }- w © M N EDGE OF GUSSET WITHIN 3/8' OF BEAM JOWL 2 X 8 113) # 1 2 (15) # 12 - - - r- Z - FASTENERS MAY BE STAGGERED TO INSURE 1 /8"x2"x4" STRAP GIRT 3000 PSI CONC. O a PROPER QUANTITY PER TABLE B-1 2 X 9 121 # 1 2 21 # 12 (2) #10 SMS INTO BEAM -STRUCTURAL GUTTER 6x6-1 Ox10 1.5"x5.5" ALUM. STRAP .—---------.--..-..--. (2) # 10 SMS INTO GUTTER WWM OR FIBERMESH w/(2) 3/8" DIA. x 3" DESIGN DATE: 09/01/2022 2 X 10 1231 # 12 (221 # 12 MASONRY ANCHOR _ TOP VIEW — TAPCON OR EQUAL) REVISION 1: DATE DETAIL 1" CORNER CONNECTION DETAIL "K" GUSSET CONNECTION SCALE: NTS DETAIL "I-] CABLE CONNECTION REVISION 2: DATE j SHEET: SCALE: NTS AT FOUNDATION SCALE: NTS DRAWN BY DR 05 -- -- --- -- SCALE: NTS (3) 1 /4" DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU - CARRIER BEAM & POST — 0 Op CARRIER BEAM 0 POST VARIES 1"x2" MEMBER FOR SCREENING HORIZONTAL BEAM ON ITS SIDE (IF REQUIRED) 2"x2" x0.125" RECEIVING CHANNEL OR ANGLE EACH SIDE (6) #1Ox0.75"SMS EACH SIDE (12) #1Ox0.75"SMS 2 ROWS OF (6) FOR RECEIVING CHANNEL OR (6) EACH ANGLE OPTIONAL 2"X2" FASTENED TO CARRIER BEAM w/(2) # lOx1-1/2" SMS INTO SCREW BOSSES EACH END CARRIER BEAM — 2" FOR SINGLE HORIZONTAL BEAM 4' FOR DOUBLE HORIZONTAL BEAM OR 4"x4" 6" FOR TRIPLE HORIZONTAL BEAM OR 6X6 CARRIER BEAM TO POST DETAIL SCALE: NTS i OPTIONAL 1'k2" MEMBER —� FOR SCREENING #lOxl-1/2"SMS@18" O.C. MAX CONNECTING TO 1"x2" CARRIER BEAM #IOxl-1/2"SMS @ 18" O.C. MAX CONNECTING — - TO 1"x2" POST (4)3/8°DIA. LDTS MAY USE (4) #14xl"TEK 2-1/4" MIN. EMBEDMENT IN LIEU OF THRUBOLTS THRU BOTTOM LEG OF (3) 1/4" DIA. MACHINE ANGLE INTO CONC. n— BOLTS w/ WASHERS 2" FROM EDGE OF SLAB/ FTG. (3) 1/4" DIA. MACHINE BOLTS w/ WASHERS (4) 3/8" DIA. LDT'S 2-1/4" MIN. EMBEDMENT THRU BOTTOM LEG OF ANGLE INTO CONC. TOP VIEW 4"x4" POST (SEE PAGE-2 FOR SIZE) n4" x0.125 ANGLE 3000 PSI CONC. SLAB/ FTG. --- 6x6-1Ox10 WWM OR FIBERMESH FRONT VIEW 4"x4" POST CONNECTION DETAIL SCALE: NTS /�-- 3/4" SMS SEE TABLE FOR QUANTITY (TYP. EACH SIDE) 3/4" SMS SEE TABLE FOR QUANTITY (TYP. EACH SIDE) NOTE: FOR DOUBLE OR TRIBLE CARRIER BEAM, OUTSIDE WEBS SHALL OVERLAP 4x4 POST OR NOTCH POST AS ABOVE FOR 6x6 POST. ALL CASES, CONNECT USING MACHINE BOLTS DECRIBED ABOVE. ROOF BEAM TO CARRIER BEAM CONNECTION DETAIL SCALE: NTS MAY USE (4) #14x1"TEK (4) 3/8" DIA. LDTS IN LIEU OF THRUBOLTS 2-1/4" MIN. EMBEDMENT THRU BOTTOM LEG OF 1" ANGLE INTO CONC. (3) 1/4" DIA. MACHINE 1 BOLTS w/ WASHERS t 2" FROM EDG 1" OF SLAB/ FTG. TOP VIEW COLUMN PER PLAN (3) 1/4- DIA. MACHINE _ BOLTS w/ WASHERS 1 /8"x2" x2" x3-3/4" (4) 3/8" DIA, LDT'S O (LENGTH) ANGLE 2-1/4" MIN. EMBEDMENT {INTERNAL) THRU BOTTOM LEG OF ANGLE INTO CONC. 3000 PSI CONC. SLAB/ FTG.--------- ° 6x6-1 Ox10 WWM OR FIBERMESH FRONT VIEW 4X4 COLUMN ALT. BASE ATTACHMENT DETAIL SCALE: NTS NOTES: 1. 3x3 POST TO HAVE 3/8" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM 2" FROM EDGE OF SLAB AND PROVIDE MINIMUM 2" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS. THREADED ROD REQUIRES 3" MINIMUM EDGE DISTANCE, 2. WHERE 4x4 POST HAVE 1/2" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL), PROVIDE MINIMUM 3-3/4" FROM EDGE OF SLAB AND PROVIDE MINIMUM 3-3/4" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS. 2"x2" x0.125" ANGLE EACH SIDE TYP. ROOF BEAM (SLOPED OR FLAT) (NOTE USE SIMILAR DETAIL FOR NOTCHED UPRIGHT CONNECTION TO CARRIER BEAM ROOF BEAM TO C.B. W/ 1 /8" ANGLE TABLE BEAM QUANTITY/ SIZE EA. SIZE LEG TO BEAM 2 x 4 (4) # 12 OR (2) # 16 2 x 5 (5) # 12 OR (3) ## 15 1I 2 x 6 (5) # 12 OR (3) # 16 2x7 2 x 8 (6) #14 OR (4) # 16 (7) # 14 OR (4) # 16 2 x 9 (8) # 14 OR (5) # 16 2 x 10 (9) # 14 OR (6) # 16 (3) 1 /4- DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU POST CARRIER BEAM & POST C TOP VIEW CARRIER BEAM I ® I d 1/4" DIA. MACHINE BOLTS- w/ 3/4" DIA. WASHERS THRU CARRIER BEAM & POST POST (3) 1/4" DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU CARRIER BEAM & POST CARRIER BEAM (3) 1/4- DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU CARRIER BEAM & POST V FRONT VIEW CORNER CARRIER BEAM CONNECTION DETAIL SCALE: NTS 1 /8"x2'k2" x LENGTH CUT TO FIT ANGLE EACH SIDE OF BEAM FASTENED 1 /8`x2"x2" x LENGTH CUT TO FIT ANGLE W/ (4) # 12x5/8" SMS TO BEAM EACH SIDE OF BEAM FASTENED (2) 1/4- TAPCON INTO HOUSE WALL W/ (4) #12x5/8" SMS TO BEAM 2-1/4" EMBEDMENT MIN. ALTERNATELY (4) #12x5/8" SMS @ 3/4" SPACING TO GUTTER. N WHERE GIRT PRESENT USE 1/8"x2"x2" AGLE RECEIVER CHANNEL MAY BE USED IN LIEU OF 1 /8" ANGLE EA. SIDE OVER GIRT AND CUT TO FIT BEOW GIRT. FASTEN EACH LEG W/ (2) #12x5/8"SMS SEE DETAIL"H" 2"x2" PERIMETER � FOR GUTTER STIFFNER SPECS. BEAM PER PLAN I o EXISTING HOST STRUCTURE (DESIGNED BY OTHERS) o CLOSE TOP OF SIDE VIEW BEAM WHEN TRIMMED .044 RECEIVING CHANNEL, FASTEN w/#12 SMS EACH SIDE OF BEAM BEAM TO GUTTER/HOST CONNECTION DETAIL SCALE: NTS TLLT1111111111(T�T/ °°°..., CN Lo _ :°� � W fl°° __ LU a- .. _ :W acr)i Q®�: 1— ®e > 1; Z - rC - Tm -c lllllli 3. WHERE PAVERS ARE PRESENT ANCHOR LENGTH SHALL BE INCREASED BY THICKNESS OF PAVER NOT TO EXCEED 2-1/2" FOR PAVER THICKNESS MORE THAN 2-1/2" SPECIFICATIONS SHALL BE REQUIRED. PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION.