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HomeMy WebLinkAbout22-48068206 Wheat Stone Drive *1 . 0 . . LOW City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 BAR-004809-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 10/27/2022 26 25 21 0140 00200 0140 14Q �0 WT JN 11 Name: ANTHONY & DEBORAH Permit Type: Add/Alter (Residential) MONTENARELLO Class of Work: Add/Alter Residential Address: 8206 Wheat Stone Dr ZEPHYRHILLS, FL 33540 Phone: (516) 983-4077 Building Valuation: $9,266.24 Electrical Valuation: $1.00 Mechanical Valuation: $1.00 Plumbing Valuation: $1.00 Total Valuation: $9,269.24 Total Fees: $129.49 Amount Paid: $129.49 Date Paid: 10/2712022 1:42:40PM 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. X-211 CONTRACTOR SIGNATURE LI•RNILIF-1:2 0 : I - 0 0 a :00ILTAM—A 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department kit Aww", WORK PROPOSED E NEW CONSTR, 4D/ALT 4RE INSTALL AIR PROPOSED USE SFR Comm TYPE OF CONSTRUCTION BLOCK FRAME DESCRIPTION OF WORK \_P SIGN DEMOLISH OTHER STEEL BUILDING SIZE 17A I `11 70L� GGE SO FOOTA HEIGHT [J� I XXXVIE t k jut IrVIX tX ILEW WX AE_1E1EVXX E V_X_X IL X-VIE VILCX X BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E,C. =PLUMBING r== =MECHANICAL == VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS E== FLOOD ZONE AREA =YES NO BUILDER COMPANY C�-,�\,ACII&'C>V_� SIGNATURE REGISTERED YIN FEE CURREN L_Z1 N _J Address License # ELECTRICIAN COMPANY SIGNATURE k REGISTERED Y j N FEECURREN L_ZIN J Address License # PLUMBER COMPANY � SIGNATURE REGISTERED YIN FEE �1.1111ENY I N Address License MECHANICAL COMPANY SIGNATURE REGISTERED - FEECURREN L_Y_LN__j Address License #F_ OTHER COMPANY E SIGNATURE REGISTERED ;;;;; �F. CURR..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 & I 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 & I 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 (PloVSurvey/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 property 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 1, 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'SIOWNER'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. tf 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, after, 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, construct -ion 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: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT I V V L !E � i SNEUMMM FLORIDA J URAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR u b,� a ore me t is Subscribed and sworn to (or affirmed) before me this��cr worli J�od, by by or affirmed) f re .. Who is/are personally known to me or has/have produced W o is/ re personally known to me or has/have produced as identification, as identification, Notary Public KA A� 0;�41 Notary Public Commission No, Commission No, 4 4 0 `80LA V Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped .)$'f R(, Notary Public State of Florida a Madeline Frankum M M 8 HH 0 �0488 y Commission HH 080488 F p"'. 0 1 '1 0 5 Expires 01/131'2025 Ei:v'y 813-780-0020 City of Zephyrhilis Permit Application Fax-813-780-0021 Building Department Date Received t a I I a a a i Phone Contact for Permiftinit its I Owner's Name owner Phone Number Owner's Address W\ilI S�MVVL Owner Phone Number Fee Simple Titleholder Name [_ Owner Phone Number Fee Simple Titleholder Address 1 JOB ADDRESS Z L LOT # SUBDIVISION avlC-�S PARCEL WORK PROPOSED NEW CONSTR ADD/ALT E INSTALL REPAIR PROPOSED USE SFR Gomm TYPE OF CONSTRUCTION BLOCK FRAME DESCRIPTION OF WORK agtao 002-00. ()\40 (OBTAINED FROM PROPERTY TAX NOTICE) = SIGN = DEMOLISH U J BUILDING SIZE So FOOTAGE HEIGHT [J� "'Ci BUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL =PLUMBING =MECHANICAL =GAS ROOFING = AMP SERVICE PROGRESS ENE GY W.R.E.C. VALUATION OF MECHANICAL 11 TAL SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS [ --- - - I FLOOD ZONE AREA =YES � NO BUILDER COMPANY SIGNATURE REGISTERED [���E C.nREN� - Address License# ELECTRICIAN COMPANY —Li=_ - --- _LLN SIGNATURE REGISTERED FEE CURREN L Address License 4 PLUMBER COMPANY SIGNATURE REGISTERED 7 �IN FEE CUFiREiN Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN LILN_J Address License # OTHER COMPANY SIGNATURE REGISTERED 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 wl Sig Fence installed, Sanitary Facilities & 1 clumpster; Site Work Permit for subdivisionsAarge 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 $250D, a Notice of Commencement is required. (AC upgrades over $7500) - Agent (for the contractor) or Power ofAftorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) RerGofs 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-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 property 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 1, 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'SIOWNER'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, Welland 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 "\/' unless expressly permitted. - If the fill material is to be used in Flood Zone "N', 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: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT FLORIDA JURAT (F.S, 117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to (or affirmed) before me this rb d swau ad) bete me this by g -6�or �ffi by V—\ Who is/are personalty known to me or has/have produced is are is Cu., , arepersonallypers or has/have produced as identification. as identification. v, Notary Public Notary Public Commission No. commission yo.jffl_= Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped a0,,%Y Notary Public State of Florida Madeline Frankum My Commission HH 080488 or re Expires 01/1312025 EEI PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 9, OAKS OF PASCO AS RECORDED IN PLAT BOOK 80, PAGE(S) 113-118, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. ON LOT CALCULATIONS LOT . 5.250 SO. FT, LIVING AREA - 1,651 $0. FT. GARAGE - 416 SO. FT. ENTRY - 100 SO. FT. LANAI = 260 So. FT, PATIO . 0 SQ. FT. DRIVEWAY - 328 SQ, FT. A/C PAD - 9 SQ. FT, WALKWAY 30 $0. FT. IMPERVIOUS 53% 2794 So, FT. Sol) 2*456 SO. FT. OFF LOT CA Ns CALCULATIONS RIGHT OF WAY ffi 400 M FT. DRIVE APRON 57 M FT. PUBLIC S/W = 250 M FT, SOD 93 SO. Ft TOTALS AREA 5,650 SO. FT, DRIVEWAY 355 SO. FM SIDEWALK ffi 280 SO. FT. SOD 2,549 SO. FT. FRONT: 20' REAR: 10' SIDE: 5' SIDE STREET: 15' NOTES: 1. PROPOSED ELEVATIONS SHOWN HEREON ARE BASED ON THE APPROVED ENGINEERING PLANS PREPARED BY CORNELISON ENGINEERING & DESIGN INC. 2. ELEVATIONS ARE: BASED ON NAVE) 1988 DATUM, THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY, THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED STRUCTURE, THE CONTRACTOR AND/OR OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY CONSTRUCTION. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY 1001) NOTE: RAW EXAMINED THE FI.R,kk MAP NIL 12I0tCO452Y, IATED 9/2612014, AND FOUND THE SU"CT PROPERTY APPEARS To UE VEYOR MAKES NO GUARANTEES AS TO THE ABOVE CONTACT THE LOCAL F.EM,& AGENT FOR BEARING BASIS: 5EARINGS SHOM HEREON ARE BASED ON THE CENTCRUNE OF IIGHLAND MEADOWS COURT SEND N57"0201"W. PER PLAT. jlk:IODAM. __ SSE, I" ® 30 FEET 191IG5 LOT 9 'ce NO. DRAINH OY: _RM—s m 41- cHr 0TIP 4, R 0 0 15 30 LEGEND: BUILDING SMACK LINE Pi POINT OF INTERSECTION CENTERUNE PC PT POINT OF CURVATURE POINT OF TANGENCY RIGHT OF WAY LIKE RP RADIUS PONT PROPOSED ELEVATOR PRC PCP POINT OF REVERSE CURVATURE PERMANENT CONTROL POINT TYP TYPICAL PROPOSED DRAINAGE FLOW CS CONCRETE SLAB (p)) PER PLAT CONCRETE (C CALCULATED A/C AIR CONDITIONER FIT PLAT BOOK S/W SA)EwA PGS so, F� PAGES SQUARE FEE' F 'E.M,k FEDERAL EMERGENCY MANAGEMENT AGENCY F.L ... NAVO FLOOD INSURANCE RATE MAP NORTH AMERICAN VERTICAL DATUM SSE SANITARY SEDER EASEMENT BE UE ORANAGE EASEMENT UTIUTY EASEMENT SUKVtYVK NUltb: 1. THE SURVEYOR HAS NOT ABSTRACTED THE '5hA LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH A MAY AFFECT THE TITLE OR USE OF THE LAND, 1 NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN 3. NOT VAUD WITHOUT THE AUTHENTIC ELECTRONIC SIGNATURE AND THE AUTHENTIC II ELECTRURVEYORI SEALL ONAL OF A FLORIDA LICENSED SCANMAER. I " C3 8c MAPPING INC.Uf .N —s, 1-1 .11, 11, CERTIFICATION OF AUTHORIZATION NUMBER L8#6393 3191 MACHINE 8 LEVARD. SUITE W FOR 200 ORLANDO, FLCMDA 32803 �E (407) 426-7979 WWW,AMERICANSURVEYINCANDMAPPit4C,COM JAMES W. BOLEMAN PSM# 6485 DATE PLOT PLC DESCRIPTION:(AS FURNISHED) LOT 9, OAKS OF PASCO AS RECORDED IN PLAT BOOK 80, PAGE(S) 113-118, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. ON LOT CALCULATIONS LOT ® 5,250 SO. FT. LIVING AREA - 1,651 SO. FT. GARAGE - 416 SO. FT. ENTRY - 100 SO. FT, LANAI = 260 SO. FT. PATIO 0 SO. FT. DRIVEWAY = 328 SO. FT. A/C PAD - 9 SO. FT. WALKWAY 30 SO. FT. IMPERVIOUS 53% 2794 $0. FT. SOD 2.456 SO, FT. gFFLOTCALCULATIgNS RIGHT OF WAY - 400 S0. FT, DRIVE APRON = 57 SO, FT. PUBLIC S/W - 250 SO, FT. SOD - 93 SO. FT. TOTALS AREA - 5,650 $0, FT. DRIVEWAY - 385 S0. FT. SIDEWALK - 280 SO. FT. SOD - 2,549 SO. FT. PREPARED FRONT: 20' REAR: 10' SIDE: 5' SIDE STREET: 15' NOTES: 1. PROPOSED ELEVATIONS SHOWN HEREON ARE BASED ON THE APPROVED ENGINEERING PLANS PREPARED BY CORNELISON ENGINEERING & DESIGN INC, 2. ELEVATIONS ARE BASED ON NAVE) 1988 RATUM. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY, THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR OWNER ARE REQUIRED TO VERIFY ALL SETBACKS. BUILDING DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY CONSTRUCTION. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY 1 HAVE EXAMINED THE; FLkW MAP NO. 12101CO452F. DATES? 9/26/2014, AND FOUND THE SUMCT PROPERTY APPEARS TO UE IN ZONE 'S ARIAS DETERNNED TO DE WT`,20E THE 0.2% ANNUAL CHANCE FL E NO, 20 N PER LOMR CAS-64-'2810A, DATED 05/ia/2020. THE SURVEYOR UR MAKES NO GUARANTEES AS TO THE ABOVE INif,\RMATI. PLEASE CONTACT THE LOCAL F.E.MA AGENT FAR VERIFICATION. BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF K104LAND MEADOWS COURT BEING N57-OV31"W, PER PLAT. JFFID DATE_) SCALE: I` m 30 FEET APPRQVEp $Y; `� 9$1105 LOT 9 .108 tiQ DRAIVN BY: RMB a `1 Al d \ r fy a�t 'Pb @ $� OAS � o,�� BUILDING SETBACK LINE CENTERUNE --�- — — RIGHT OF WAY LINE PROPOSED ELEVATION PROPOSED DRAINAGE FLOW CONCRETE A/C AIR CONDITIONER S/W ROEWAl m Pi POINT OF INTERSECTION PC POINT OF CURVATURE AT POINT OF TANGENCY RP RADIUS POINT PRC POINT OF Kvem CURVATURE PCP PERMANENT CONTROL POINT TYR TYPICAL CS CONCRETE SLAB (P) PER PLAT (Cl CALCULATED P8 PLAT BOOK PGS PAGES SO, FT, SQUARE FEET FSWA. FEDERAL EMERGENCY MANAGEMENT AGENCY F,tA,M, HAND FLOOD INSURANCE RATE MAP NORTH AMERICAN VERTICAL DATUM SSE SANITARY SEWER EASEMENT DE DRAINAGEEASEVENT US UTILITY EASEMENT �VH`VCTvK NVIC.d: 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY. RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND.. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3, NOT VALID WITHOUT THE AUTHENTIC ELECTRONIC SIGNATURE AND THE AUTHENTIC ELECTRONIC SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ta*�r.. U nYa P.rkmnn ^+.,,� p c F x1 k-Grivuicr p.1�=,FM',TN SURVEY t.C, g M1U..rvfl'hG m,a,-aea a sm¢wflortta tnm FOR THE A+MAc& M �ik.]I FIND JAMES W. BOLEMAN PSM# 6485 DATE INSTR# 20221 96674 OR BK10685 PG1938 Page 1 of 1 09/06/2022 12:39 PM Rcpt: 2499913 Rea 10.00 DS 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller lermit No. Parcel ID No _C NOTICE OF COMMENCEMENT State Of F L County of pg4co 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 I Description of Property: Parcel Identification No. Qt -26 -,2 1 - 0 111 (2 -0 00a) - GC.) 90 Street address: %,%3 -14dhlanj AP466wi 0. Zz6w- A,71 F L -?ff 11 R 2. General Description of Improvement % oy)r1AAV1- GY\ SA�yl^ , &U6 3 3. Owner Information or Lessee information if the Lessee oontracted for the improvement Ct K5 lw�her 1-hr vo / I —7jo 9r, A,'/ IS neab�3 0, F1 Address City State Interestin Property'. Name of Fee Simple Titleholder. (if different from Owner listed above) Address City &f C1)nS;lI7Yt.1/jinV-x State 4. Contractor: I A t I—C 176 . Name Rt "j S k��: pd. kcna Vs V 1 i1 F L- Address city State Contractor's Telephone No.: 2) W Q - K 5. Surety., Name Address Amount of Bond: 6. Lender. Name Address Lenders Telephone No.: City Telephone No.: 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 city State Telephone Number of Designated Person: 8. In addition to himself, the owner designates Of — to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes, Z 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 IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION7113.13, FLORIDA STATUTES, AND CAN ARE CONSIDERED 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 OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of cony ment and that the facts stated therein are true to the best of my knowledge and belief. STATE OF FLORIDA C HERINE E FALKNER Sl Lessee, or Owner's or Lessee's Authorized AT, sotare;L�iic � State of Florida rector/Partner/Manager HH 135356 M� Comm t)�,�jre-j :Ct 12, 2025 M Barcec thr%gh 4atiori lotarjooiii� Signatorys Titte/Office, Of �?5- The foregoing instrument was acknowledged before me this dayofVFAVb&"40 2024y as IA Q-e- o (type of authoritye-g., officer, trustee, attorney in fact) for :!j I ijtJf.A GNP (namV qo paQstrument was executed). Personally Known El OR Produced Identification Notary Signature Type of Identification Produced PC OL Name(Prin1 t)_ '-0 4 wpdatalbos/noficecommencement_pc053048 t­_' 4 Construciion Engineer�ng 010 No AS D, *Plan Types: EScreen Room [:]Sun Room [:]Fill In vo, Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind 7 Expansion View (Non Standard) Car Port /Patio over Pergola — Swimming 001 (Non E.tan dard) — Summer Kitchen (Non Standard) — Other 15"Standard E]NonStandard ORevision Mr--om-me-r6l; *Project Address. 8206 Wheat Stone Dr *City: Zephyrhills *Contractor/Company Name: Bruko Construction/Jason Brust *Address: 17033 Budowski Rd *City: Brooksville *Zip Code: 34614 *Phone/Fax: 3522001593 Date: 8/8/22 *Email: brukoconstructionpgmaii.com Fed * Choose One: I❑]Mail [] Pick Up WIE-File I❑—]Ex/UPS# of Copies Z Single PDF El Each Page Separate *(For FedEx option go to voA,w.alut-ninuniscreendesigii.coi-n and provide FedEx/tJPS account Payment: E]Check V Credit Card* *(For Credit Card option go to w�vw.aluminumscreendesian.coni to pay by credit card) Engineering prepared by: p't &mqw. 151 N "M IN AN, UN Engineer: Michael Thompson, MSc, P.E. (P.E. # 47509) 4401 Vineland Road- Suite A6 Orlando, FL 32811 Office: 888-607-0747 or 407-734-1470 Cell: 407-721-2292 Project Manager Paul Thomas 386-479-9504 Fax: 888-923-8181 Email: aluminumsc qhoo com _s_reEnLes!qn@_ya Webslte- www.aluminumscreendesign.com CA#30930 ............. ...... . ....... m n u m Consituct'on Enginc r� g A S D �AI -u---,, P1 Ultimate Wind Speed (mphl.- 140 Exposed Category: C Risk Category: 1 E] Screen Room R Fill In F]Sun Room (Window Type RVinyl or GI ss Roof Type: F] insulated 33 Pan Roof 11 -1 Ri Roof Connecting to:l:]Gutter [:I —Fascia RBlock Wall Rconventional wall F14th Wall [ Front Wall: uprights x Top Plate —X— Bottom Plate —X Chair Rail —X— Side Wall: Uprights ' x Top Plate Bottom Plate —X Chair Rail —X— Roof Ridge Beam (gable style): Beams x Kick Plate Pool Screen/Cage : Roof Type: []Dome F]Gable ZMansard/Hip [-]FIaVSlope Roof Connecting to: [—,/]Gutter Z Fascia RBlock Wall [:]Conventional Wall E]Riser Roof: Beams 2 X5 Front Wall: uprights 2 X4 Purlin 2 X2 Chair Rail 2 Side Wall: Uprights 2 X4 Chair Rail 2—X2 I Expansion View: Beams —X— Post X 7 LIMMI M- [:]Car Port/Patio Cover orE]Pergola (pergola material [-]AluminumF-]Wood) RoofType: F-] Insulated F1 Pan Roof E]None (Perqola Only) Roof Connecting to:E] Gutter 1:1 Fascia [:] Block Wall 7Conventional Wall 1:1 4th Wall Beams X Post X Pergola Purlins — X Roof Ridge Beam (gable is —X Swimming Pool nGunite E]Fiberglass Overall Deck SQ FT [-]Summer Kitchen Concrete: ❑Existing [-]New 4" w/6" Thickened Edge ❑Pier ❑Ribbon Footer X With # Rebar F] Pavers with Footer —X With # Rebar Other: Note: In the event that there is a conflict with the design plans and general notes and design standard, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction between the plans and the general notes and design standard. USE Ns General Notes & DesignStandards (Non -Removable Pool Screen) The following are general design standards. More stringent design standards may be noted on the plans. In the event of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction. Design Codes: Florida Building Code 2020 (7th Edition) Aluminum Design Manual 2020 ASCE 7-16 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -140 MPH (FBC Table 2002.4) Risk Category: -See attach site specific plan sheet (FBC Table 1604.5) Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3) Additional Load requirements: Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically downward along any I foot of any member, not occurring simultaneously with wind load. In addition to wind pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. Design Basis: Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor General Re uirements: Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of information shown as correct and obligates himself to any expense, real or implied, arising from their use. A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor and must be submitted to the engineer for approval. The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear no responsibility or liability for the construction of premises and accuracy of the drawings. Foundation and Earthwork: Applicable only when unsuitable soils are encountered. When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer. Soill bearing capacity — 2,000 psf Minimum Provide neat excavation for footing and place concrete immediately after excavation and inspection. Pump water from footing excavation if greater than one inch. Compact all fill to 95% ASTM D698 density. Unit soil weight = 105 pcf Internal angle of friction = 30 degrees Coeff. Of friction between footing and soil = 0.5 Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, F1, 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum design. All aluminum shall be 6005-T5 (E= 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046" Splicing prohibited without prior approval as to location and type. Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced. Aluminum Protection: Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such as heavy -bodied bituminous paint or water -white methacrylate lacquer. Screws: Aluminum self -tapping screws shall conform to ASME B18.6.4 specification. Self —tapping screws shall meet the requirements of ADM J.5 Maximum fastener spacing shall not exceed (3+20t) where "t" is the member thickness in inches. For roofing and siding connection, use minimum #12 screws for end and side laps spaced at 12" max for side lap and end lap fasteners shall be no more than 2" from the end of overlapping sheets. For bottom plate and column base, secure with i/4" tapcons a minimum embedment of 1 1/8" and 2 1/4" respectively into concrete footer. Bolts: Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter. Bolts shall meet the requirements of ADM J.3 Chair Rails Purlins & Wind Brace: Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction. Screen mesh cover areas shall be continuously secure to each top rail, bottom rail, chair rail, upright, beam and purhn. Wind Speed = 140 MPH 2 x 2 Chair Rail = 6'-0" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 9'-0" 2 x 3 Chair Rail = T-3" 2 x 3 Purlins = 7'-3" 2 x 3 Wind Brace = T-9" 2 x 4 Wind Brace = 9'-0" Concrete: Conform to ACI 318, latest edition and ACI 301 Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi Exposed chamfer edges shall be 3/4" Reinforcing Steel: Conform to ACI 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels & ties shall be ASTM A185 Welded Wire Fabric shall be ASTM A 185 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 3281E (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com f oz, Hole Alignment• Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips and foreign matter between contacting surfaces shall be removed before assembly. Cables: Contractor shall provide a minimum 1/8" diameter stainless steel cable tie down at side and rear walls of pool screen enclosure. Contractor shall secure cable to top of column located at each corner and where there is a difference in column height locations. In addition, cables shall be spaced to provide wall support not exceeding 227.5 ft2 with bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 '/z" x '/4" tapcons or equal. Beams & UpriyhtS: In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations prior to ordering materials, fabrication and/or construction. 140 MPH PRIMARY ROOF MEMBERS -POOL CAGE ENCLOSURES SIZE Roof Span *Maximum Beam Spacing = 6-0" RoofSpan *Maximum Beam Spacing = 6'-8" Roof Span *Maximum Beam Spacing = 7'-2" 2 X 4 16'-0" 15'-3" 12'-0" 2 X 5 21'41 19'-9" 17'-3" 2 X 6 24'-3" 22'-11" 20'-6" 2 X 7 26'-0" 24'-9" 23'-9" 2 X 8 31'-6" 30'-3" 29'-9" 2 X 9 33'-6" 32'-1" 31'-6" 2 X 10 3714" 35'-10" 35'-4" Upright -Pool Cage Enclosures Upright 140 MPH SIZE Height__ 2 X 4 10'-9" 2 x 5 I2'-6" 2 X 6 14'-0" 2 X 7 15'-6' 2 X 8 16'-6" 2 X 9 17-6" Knee Bracing: Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more than 6" above the super gutter. Knee brace size shall be a minimum of 2 x 2 for beam span of 15' max; 2 x 3 for 30' max, 2 x4 for beam span greater than 30'. Perlin: Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not exceed 7'-2". Header Beam: Contractor is required to install a minimum 2 x 7 header beam supported with 3 x 3 column space at 10 feet (max) with a 2' x 2' x 1'-6" concrete tooter with 345 each way when screen enclosed is required to be attached super gutter at the interface of the insulated roof panel. Contractor is required to install insulated roof covering pursuant to the Florida product approval specification (40 psf). Intermediate Girts: Contractor is required to install intermediate chair rails/girts spaced at mid -span between the chair rails and top rail or 6'-0" max on center when column height exceeds I I feet. Contractor is also required to install one additional intermediate chair rail/girt to be located 3 feet below the top rail when column height exceeds 14 feet. Edye Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or tooter. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FT, 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesi(,n.com clip attached to post with 5 # 10 tek screws post attached to clip with 4 # 10 tek screws r Post attached to wall with 4 # I Ox3" screws A the even' of a coriffict in member sizes shown on the plans and the general notes, the contractor must ihlize the more stringent member size requirements. Engineer: Michael Thompson, P.E. 475091CA30930 clip attached with 5 #10xVto top plate or fl pudin attached to clil with 4 # 10 tek screws 2 on each side purlin attached to post 2 #1 Ox2' foe nailed 0 > Z ,..d' Z- Z—j 0 --q M ---7T,- il rT L rn /D ED- -L02 X, M > . .... .. ITT" 35 Montanerello 8206 Wheat Stone Dr Zephyrhills host fascia 5" super gutter 140 MPH =rrth eeveit of a conflict in member saes shown oi, the plans and the general notes, the contractor must utilize the more stringent member size requirements. Engineer: firiichaei Thompwn, RE. 475091CA30930 1 -- 4 -- i 2x2 2x2 _ 2 2+ 2 2f ... x x 5 5 x xi 5 5 I 2x2 2x2 2x4 j 2x4 2x4 2x4 j 1 2x2 I E door locations TBD 1 I ALUMINUM SCREEN DESIGN PURLINS ATTACHED I O BEAM W/ (3) 410 2" SMS, PLACE WASHER LNDL-R SCRF,W IN GUSSETCORNER 1" GUTTER STRAP IS ATTACHED :T TO GUTTER WITH #10 1" & INTO FASCIA WITH #10 2" PER STRAP 24" O.C. MAX 4" FROM EACH UPRIGIi f 10 # 10 SMS I_1/4 O.C. BEAM TO FASCIA ! • SEE GENERAL NOTES • f • • & DESIGN STANDARD • • ! FOR ADDLTIONAI. ! • ! • INFORMATION {TYP.} _ _ s s • ! WK • SMB o • w NOTES i O °' I. GUSSET DIMENSIONS ARE MINIMUM N X 8" ON BOTH SIDE OF BEAM. MAYBE ¢ INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES ADD OR Fn SUBTRACT TO MAINTAIN A I-1/4" O.C. SCREW SPACING W/ (10) SCREWS 3. GUSSET LENGTH REMAINS CONSTANT', O WIDTHS CHANGE TO MATCH BEAM SIZE /16"GUSSET (10)#]OSMS 1-1/4O.C. BEAM IS ATTACHED TO GUT -PER W/ f • 2X2X118" ANGLE & (4) 410 I" PER SIDE • f BEAM TO WALL ' ® • • • 2X2 IS ATTACHED TO STRUCTURE W/ • f ! f f • 4" X 1/4" TAPCONS (#10 4" IF TO WOOD STRUCTURE) 6" FROM ENDS 24" O.C. f • • f • • 2X2 ANGLE IS ATTACHED TO BEAM WITH (2) #10 1" & INTO BLOCK WITH 2-1/4" X 1/4" TAPCON ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALUMINUMSCREENDESIGN 4401 VINELAND ROAD ALL TAPCONS SHALL PROVIDE MINIMUM OF I i/$" CONCRETE EMBEDMENT DEPTH SUITE A6 @YAHOO•COM MEET THE REQUIREMENTS OF THE 2020 EDITION) THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO C7TH ORLANDO, FL 32811 PHONE. 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 140 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEEDI09.2 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY" I. P.E. # 47509 (t FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION 11 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#3 0930 ALUMINUM SCREEN DESIG Nj SIDE WALL CONNECTION DETAILS WHEN SIDI WAIL CONNECTION DF FAILS WHEN PURLIN DOFSNT HIT POST PUAI,IN DOESNT IfI`C POST 2X2 ROOF PURLIN 2X2 EDGE BEAM 2-1/8" X 1-1/2" C-CHANNEL 2X2 TOP PLATE IS ATTACHED TO C-CHANNEL ATTACHES UPRIGHT TO 2X2 PURLIN WITH (2) 410 4" THRU "POP PLATES WITH (4) #10 I" INTO o BEAM INTO PURLIN EMBOSS UPRIGHT & (3) 410 1" INTO TOP PLATES a LOOK FULL Z OR a DOOR JAM STANDARD IX2 FASTENED TO 2X2 W/ #10 2" v UPRIGHT ATTACI IES TO PURLIN W/ o 6" FROM UPRIGITS 24" O-C. IX2 ANGLE & (4) #10 1" PER SIDE 2X3 POS'IOR ROOK JAMB T n 02 HINGE DOOR FRONT WALL TO BEAM n SLOPED PURLIN CONNECTION DETAIL SMB BEAM IS NOTCHED 30" TO 36' z v, PURLIN OVER UPRIGHT 2X2 INTERNALLY SCREWED 2X2 TOP PLATE, IS ATTACHED TO THRU BEAM W/ 3 #10 2" 2X2 PURLIN WITH (2) 410 4" THRU BEAM INTO PURLIN EMBOSS 1 X2 FASTENED TO 2X2 W/ # i 0' EACH DOOR IS SCREWED INTO UPRIGHTS e 6" FROM UPRIGHTS 24" O.C. WITH410 I" SCREWES 24" O.C. a IX2 FASTENED TO 2X2 W/ 0102" • (6) 910 I" INTO GUSSET 6" FROM UPRIGHTS 24" O.C. I-I/2" X 2" X 1-1/2" X 0.062" PLATE PER SIDE TYP. EIVERHANNEL RE�11 REER. PU3/4[N ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD 7t�iT T ALUMINUMSC.REENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF I I /8"CONCRETE EMBEDMENT DEPTH L SUITE AV @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2020 BUILDING CODE FOR OPEN AND SEMI STRUCTURES AND SHALL WITH STAND ULTIMATE WIND (7TH EDITION) SPEEDS OF 140 MPH ORLANDO, FL 32811 PHONE: 407-734-1470 FLORIDA -OPEN (FOR 3 SECOND GUSTS) NOMINAL SPEED1092 MPH UP TO A 15FP ROOF HEIGHT, FACTOR OF I AND EXPOSURE C, RISK CATEGORY L. P.E. # 47509 FAX: 407_734_ 1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#30930 e- SEE GENERAL NOTES & DESIGN STANDARD FOR ADDITIONAL 000 yy 0 0 0 �vv 1/8" THICK ANGLE BRACKET ATTACHED TO UPRITE AND GIRT WITH (6) # 10 1" 5/16" EYE BOLT WELDED CLOSED WITH DOUBLE NUTS COMPRESSION SLEEVE SIDE VIEW COMPRESSION SLEEVE 3"A.S.T.M. A-36 STEEL CLIP WITH2 21/4°XI/4TAPCONS` 1 COMPRESSION SLEEVE EACH CABLE WILL SUPPORT 227.5 SQUARE FEET OF WALL AREA 45 DEGREE MIMIMUM 1/8" STAINLESS STEEL CABLE 12' TO E 4' K BRACE: IS ATTACHED TOE' JMINUM STRUCTURE WITH C CHNNEL & (0 #10 I" BLIND SCREWED WITH t 10 2" PER END 3"A.S.T.M. A-36 STEEL CLIP WITH 2 1-1/2"XI/4" TAPCONS {(2) #10 2" IF TO WOOD DECK) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE HOMEOWNER THAT THE CABLES AND CABLE ATTACHMENT MUST BE INSPECTED BY THE HOMEOWNER AT LEAST TWICE A YEAR TO ELIMINATE ANY DEFICIENCIES ASSOCIATED WITH TENSION SLACK AND/OR CORROSION AND IF NECESSARY TO MAKE CORRECTIVE REPAIRS TO MAINTAIN THE CABLE FULL TENSION (NO SLACK) DESIGNED FOR STRUCTURAL LATERAL STABILITY ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSONi r'± METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD) ALUMINUMSCREENDESI'V N ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH @YAHOO.COMSTRUCTURE !� SUITE A6! FLORIDA BIUILDING CODE FOR O EN AN SEMI-0 EN STRUCTURESDESIGNED IN ACCRDANCE OMEET ANU HALL WITHEQTHISTND ULTIMATE MENTS OF THEWIND SPEEDS OF 140 MPH ORLANDO, FL 32811 j PHONE: 407-734-1470 (FOR 3 SECOND GUSTS) NOMINAL SPEEDIII9.2 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0. AND EXPOSURE C. RISK CATEGORY 1. FAX: 407_7334-1790 CONTRACTOR SHALL FIELD VERIFY ALI, PLANS DIMENSIONS PRIOR TO MA"I'ERIAL PURCHASE, FABRICATION AND CONSTRUCTION P.E. # 47509) �l CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#3093(�� IX2 1X2 TOP PLATE IS ATTACHED TO2X2 WALL BEAM WITH #10 2" 6" FROM ENDS 24" O.C. u �O NN mN- y cA o� SIDE WALL UPRIGHT r.1 X � O0 .ao pT �x ay0 a ? SEE GENERAL NOTES o a y & DESIGN STANDARD .� r FOR ADDITIONAL x INFOKMA"['ION TYP. IX2 BOTTOM PLATE IS ATTACHED 1X2 BOTTOM PLATE IS ATTACHED TO TO CONCRETE WITH 244" X 1/4" TAPCONS (5" X 1'4" IF THRU PAVERS TO FOOTER) UPRIGHTS WITH CAPRI CLIP WITH (4) 14102• IF TO WOOD DECK) 410 1" OR BLIND SCREWED WITH (2) 6" FROM ENDS 24" O.C. 410 2" PER SIDE. CHAIR RAIL & KICK PLATE DETAIL CHAIR RAILS & GIRTS ARE ATTACHED W/ INTERNAL CLIPS W/ (4) #10 I", CAPRI CLIPPED, W/ RECIEVING CHANNEL & (6) 410 1" W/ (8) 910 V, OR BLIND KICK PLATE IS AJTACfAED TO STRUCTURE WITH 410 1" 6" FROM ENDS 18" O.C. RECIEVING CHANNEL CLIP DETAILS BLIND CLIP & CAPRI CLIP DETAILS SELF MATING UPRIGHT DETAILS UPRIGHT SHALL BE STITCHED W/ #10 X I" SELF TAPPING SCREWS 12" O.C. TYP. (# Ca 24") I X2 INTERNALLY SCREWED THRU 2X2XI/8" ANGLE TO UPRIGHT W/ (2) 410 X 1-112" FASTEN IX2 TO CONCRETE W/ 3" X 1/4" (5" X 1/4" TAPCONS IF TH RU PAVERS) (410 2" IF TO WOOD DECK) SCREW CONCRETE ANCHOR 6" FROM UPRIGHT 24" O.C. (2) 410 I" PER SIDE D D 4 D MIN 4" SLAB 2500 PSI CONCRETE W/ FIBERMESH ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON ALUMiNUMSCREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAN D ROAD ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH SUITE A6 @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2020 (7TH EDITION) PHONE: 407-734_1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 140 MPH ORLANDO, FL 32811 (FOR 3 SECOND GUSTS) NOMINAL SPEED 109.2 MPH UP TO A 15FT ROOF SLEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY I. P.E. 9 47509 FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#30930 2X2 POST .046 OR GREATER 2 HINGE Ifft lim, � HINGE LOCATIONS smmAllpimpirelAgwoRm ALUMINUMSCREENDESIGN FINN 17A [IRA pi a wit IN DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 11/8" CONCRETE EMBEDMENT DEPTH BOTTOM PLATE IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" "I'APCON O (5" X 2-1/4" IF THRU PAVERS) (#10 2" IF TO WOOD DE(:K) 6" FROM ENDS 24" O.C. ALUMINUM FRAME IS ATTACHED TO BLOCK WITH 2-1/4" X 1/4" (#10 2" IF TO WOOD STRUCTURE) (410 2" IF "CO ALUMINUM STRUCTURE) 6" FROM ENDS 24" O.C. 2X2 ANGLE IS ATTACHED TO ALUMINUM FRAME WITH (2) 410 l" & (1) 2-1/4" X 1/4" TAPCON PER SIDE ((I) #10 2" IF TO WOOD DECK) CHAIR RAIL & UPRIGHTS ARE ATTACHED WITH EITHER: ® BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 I" PER CLIP BLIND CLIPPED WITH (4) #10 I" PER CLIP STRUCTURETO FROM ENDS 18" O.C. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 140 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED109.2 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY I CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS r 9 1 0' a ------------- DESIGN CRITERIA: APPLICABLE CODES, REGULATIONS & STANDARDS SHEET NO. DRAWING INDEX 1,o cm 1. THE 2020 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD. S/01 GENERAL NOTES 2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES, - -- -- -cly cT> 6 °• = w PART 1-A OF THE ALUMINUM DESIGN MANUAL PREPARED BY S/02 PLAN/ ELEVATION$ Z � O°°° = a THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED. co � 3. ASCE 7-16 & SE17 - - - - - ; uu c� O _ 4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. S/d3 DETAILS = U ctj = = 5. AC1318 CONCRETE REFERENCE MANUAL. v;,., $/04 { DETAILS �\ _ WIND LOADS I OS � DETAILS °• 1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE S/ - -- _ -- 1604.5: RISK CATEGORY 1.---.___-- -- _-_- n Y Q 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 __.._._ r 00 MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C J0 U-) no 3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS) VULT = 130 MPH & EXPOSURE = C* FOR 20 X 20 X 0.013" MESH SCREEN M w HORIZONTAL PRESSURES ON WINDWARD SURFACES = 32 PSF <C HORIZONTAL PRESSURES ON LEEWARD SURFACES = 26 PSF _ VERTICAL PRESSURES ON SCREEN SURFACES = 9 PSF Q VERTICAL PRESSURES ON SOLID SURFACES = 27 PSF ® U FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR =—.-__.88 FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR = .6 FOUNDATION DESIGN: FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING & OTHER DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER CONCRETE SLAB MINIMUM 8"x8" W/ (1) #5 BAR TO BE VERIFIED BY CONTRACTOR. SEE TYPICAL FOOTING DETAILS FOR NEW FOOTING DESIGN MINIMUM REQUIREMENTS. 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. ILI 61 1 No 9 Ell 91 a I My's NEME011, ! E IX2 7 Ln o 2MSIVIB--� Lu o IX2 io,-o,,— 'HOUSE WALL mloo I �n 2X4SMB Q I - CL CL ;t rn oo >- rj r"j 2X4SMB 1X2 4'-0" M HATCH/ SYMBOL LEGEND ALUMINUM SPECIFICATIONS: � � I 11 1111 / /////// HATCH INDICATES --7 1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS \\\\\\ C3 OTHERWISE NOTED. 2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH EXIST. STRUCTURE #12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. NOTE: ALL MAY NOT APPLY #10 SCREW 6" FROM ENDS & 12" CENTER TO CENETER. r> cl/ 04 Lo 3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X,050". co H LL 4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS w 0) 0 0: (KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 0 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" & I 'X3" NON STRUCTURAL MEMBERS MAY BE USED INTERCHANGEABLY. 8. DOOR LOCATION MAY BE DETERMINED/ RELOCATED BY CONTRACTOR IN THE FIELD. r r\l RESIDENCE HOST 12" O/H', STRUCT. GUTTER � --- -------------- 1"-6-10 6-10 1" 6-10 6-10 -"'—�--6-10 1"--- —34 _O,, (*) NOTE: COLUMN SIZE VARIES SEE PLAN ELEVATIONS HOUSE WALL FLAT ROOF 2X4SMB 2 1 2X5SMI3 b cni oo 2X4SMB 0 n-) I co 2X4S B xi X t 1X2 i \-- 16"X.024 KP TYP. -- -- T — �1au11111u111irt ; c7) C"n ALUMINUM MEMBERS DIMENSIONS: \�uj (2) #1Ox3" SMS INTO SCREW N lY x2' FASTEN TO COL. (INTERNAL)- BOSSES FOR EDGE MEMBER HOLLOW SECTIONS � W C� 0- w/(2) #IOxl-1/2' SMS, FASTEN TO - 2 x 2: 2" x 2" x 0.050" = � ILL � : Q EAVE RAILS ABOVEw/#101-1/2"SMS '� Q� 2x3:2"x3"x0.050" 24" O.C. AND b" WITHIN COL. L • (.i -.i 2x4:2 x4"x0.050" Z 2x5:2 x5"x0.050' "% m C BEAM �TY SIZE EACH SIDE �EDGE OR o i S -- --_-- -- - o BEAM PER PLAN I- \ TABLE D` I o -) SLOPED ORFLAT)7 0 o o o OPEN BACK SECTIONS // ` M Q / o O PURLIN 1 x2: 1"x2"x0.044" / / °° ....,,> °° \\ F_ 1 x3: 1"x3"x0.045" 7j0/01111110 0v`r� o 2 x 3� (6)/ #10 o i �� SNAP SECTIONS - - ---- - - ---- - , -EDGE MEMBER 2 x 4 (8)/ #10 _BEAM PER PLAN (2) #1Fx2' ( oR PURLIN 2 x 2 SNAP: 2 x 2' x 0.045" �+ INTO BEAM \ N00 (8)/ # 10 NOTCHED TO RECEIVE 2 x 5 j COLUMN WITHIN _ 2 X 3 SNAP: 2 X 3" X 0,050" (� o - BEAM ��� 1 2 x 4 SNAP: 2" x 4' x 0.045" �2x6 i (9)/#10 -BRACE 1— ----- _ SMS, (EACH SIDE) I _ INSTALL BRACE_ /(8) "6063Tb FLAT PLATE C7 2X7 (11)/#10 QTY/SIZE PER TABLE"D" I O CORNER w/(8) #10x.75"SMS, MIN. 5" SELF MATING (SMB) ( _ w --- --""- "- ! EDGE DISTANCE, PLATE MAY BE 2 x 4 SMB: 2" x 4" x 0.046" x 0.100" z Z Q U 2 x 8 (12)/ # 12 �) FASTENED INTERNALLY TO BRACE 2 X 5 SMB: 2" X 5" X 0.050" X 0.1 16" ----------- NOTCH PROFILE MAY VARY Q 2 x 9 (14)/ # 12 TO PERMIT CORRECT # SMS 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" t) 2x10 (74)/#12 PURLIN 2x7SMB:2"x7"x0.055 x0.120" LL p00 COLUMN PER PLAN 2 x 8 SMB: 2" x 8" x 0.072" x 0.224" o O r MAINTAIN MIN, OF 5/8 2x9SMB: 2 x 9" x 0.072" x 0.224" SePERATION II C FROM EDGE OF BEAM SMS O.C. 2 x 9(H) SMB: 2' x 9" x 0,082" x 0.306" Lij 2 x 10 SMB: 2" x 10" x 0.092" x 0.374" r U ALL MAY NOT APPLY �—uj�j DETAIL E - UPRIGHT TO BEAM DETAIL "D" - ROOF BRACING CONNECTION cy) W u CONNECTION SCALE: NTS SCALE: NTS DETAIL A _1Q � d ILL - - - - - -- -- -- ----- ---- --- _ - -_ --- - < = ®�— U cv MINIMUM NUMBER OF TAPCONS INTO CONCRETE & ALUMINUM INTERNAL OR EXTERNAL v (�i— # 12 X 3/4" S.M.S. INTO UPRIGHT /EACH SIDE OF BEAM - - -- - _ --_ - I INTO GIRT OR PURLIN & (2) #14x.75"00 (I RECEIVING CHANNELw/(4) #lOx.75" THROUGH SECONDARY 'X 0.125 ANGLES - INTO BEAM OR UPRIGHT MAYBE USED - 4 # 10xl-1/2' SMS INTO (BELOW) C SCREW BOSSES' ©' 2X4 S.M.B. (1) 1 /4' X 2-1/4" S.S. TAPCON & (2) # 10 X 3/4" S.M.S. ( CV 2X5 S.M.B. (1) 1 /4' X 2-1/4" S.S. TAPCON & (2) # 10 X 3/4" S.M.S. N 2X6 S.M.B. (2) 1 /4" X 2-1/4" S.S. TAPCON & (3) # 10 X 3/4" S.M.S. ( -FASTEN TOP 2'x2' MEMBER HEADER rO INTERSECTING i R w/(2) #10 SMS w/1" 2X7 S.M.B. (2) 1 /4" X 2-1/4" S.S. TAPCON & (4) # 10 X 3/4' S.M.S. ) PENETRATION INTO SCREW BOSS OF---- 2X8 S.M.B. (3) 1 /4" X 2-1/4" S.S. TAPCON & (5) # 10 X 3/4" S.M.S. 2'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 2X10 S.M.S. (5) 1 /4" X 2-1/4" S.S. TAPCON & (7) # 10 X 3/4' S.M.S. E- ---- _"r � � I II I d PURLIN {,,,) 2k2' DOOR JAMB _rvE i MEMBER �?" " i f _ q__ _ SELF MATING OR 1/8"x2x2'x ANGLE '✓ SNAP SECTION TYP. ( i UPRIGHT, BEAM -SNAP, II M __ _ — - SELF MATING, OR HOLLO' [ 0 5032 H-32 ANGLE -- (2) - # 10 SMS INTO COLUMN- ( 1 "x2" O.B. BASE PLATE-TYP. ( I� 1 /4" MASONRY ANCHOR EACH ----- -- — — AN - EACH SIDE COL. o o _.. _J�......... ._—.._ _—...._.__-- EADER L TYP. rREVEA4MIN CONC. ) FASTEN HWBOSS F #lox3 r DETAIL "C" -GIRT OR PURLIN TO BEAM INTO SCREW BOSS OF HEADER 2-1/4 MIN. CONC. --°-�—� ANCHOR EMBEDMENT -ALTERNATE HEADER CONNECTION '� J OR POST DETAIL SCALE: NTS ANCHOR EMBEDMENT ° al C-) 1"x2' O.B. LOCATION TYP, WHEN Z-BAR IS USED ONFASEN 4 SECONDARY ANGLE a - °a �) Q p ° 2" MIN. INCREASE DISTANCE CORNER A DZ-BAR TOL 18EAODECR AT EACH F M 30W PSI CONC. ° WHEN GREATER THAN 2X4 SLAB FTG. -- UPRIGHT IS USED 2'x2x.063 - DIM TO MATCH PURLIN SIZE RECEIVING CHANNEL Z 6x6-1Ox70 WWM --- NOTE -- ( --- (2) #12 SMS INTERNAL TO EAVE RAIL � � OR FIBERMESH SIDE VIEW - WHERE PAVERS ARE PRESENT USE 5116" � (� (3) # 12 EACH SIDE INTO PURLIN � � � � TAPCON XL (RED HEAD MFG.) MASONRY - ALTERNATE BASE PLATE CONNECTION C.0 Q Lo ANCHORS TO PENETRATE UNDERLYING ATTACH 2k2' TO BASE PLATE 0 0 CONCRETE FOOTING 2-1/4 (MIN.) I' lip (INTERNAL)w/(2)#10x2'SMS c M 1(4" MASONRY ANCHOR s LL.. (,L 1 AT EACH ANGLE (2) - #10 SMS ATTACH BASE PLATE TO 2"x2' 6 ° ! � Z w/(2) #1 Ox3" SMS INTO SCREW EAVE RAIL- SEE PLAN °� ' Z J J 1 /4" TAPCON XL (RED HEAD MFG. OR EQUAL) BOSS OF BASE PLATE EXTRUSION 2@ 7 x2 BASE ) 0 0 = J 2 Q SLAB (BEYOND) EXTRUSION - UPRIGHT x2 OPEN BACK 0 co IL (2) #1Ox7'SMSTHRU Ix2INTO p C7 Q p t7 = a ANCHORED -_-.--_ ___......___ _-__— .____ _.. L � ! EAVE RAIL EACH SIDE OF COLUMN M Q CO 1'k2` BASE PLATE a n n n TO CONC w/ 1 /4" MASONRY o° a > .I Q Q LL1 ANCHOR 6" MAX EACH SIDE _ ° > n a > ° > n 4 ` O w OF POST AND 24" O.C. MAX 4 n o n a ( F_ m — m ILL = m N p 1-1 /4" CONC. EMBEDMENT TYP. ZO U O a 4 ° , 6" a ° n ° ° I 3000 PSI CONC. 1 SLAB/ FTG. 1/4' TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6' OF DESIGN DATE: 09/29/2022 6x6-IOX10 WWM FRONT VIEW j COLUMN 1-114" PENETRATION INTO UNDERLYING FOOTING - - ---- OR FIBERMESH DETAIL " G" - SLOPED PURLIN I REVISION 1: 10/20/2022 DETAIL "F" - DOOR JAMB & HEADER CONNECTION SCALE: NTS — -__ DETAIL "B" - 2"x4" OR LARGER SELF MATING REVISION 2: DATE � SHEET: UPRIGHT TO DECK DETAILS SCALE: NTS CONNECTION SCALE: NTS DRAWN BY NR , SCA E NTScj -- - --- - _ _- — - -- --- TTiL11tlIIIIIfI////// GIRT FASTENED INTERNALLY AT EACH END 1 x5 V2 WIDTH EXTRUDED GUTTER BRACKET ��xxx xxx/i 0)~'? w/ #IOxl.5" EACH SCREW GROOVE. FASTEN (THICKNESS OF LEG @ WOOD SCREW SHALL BE TO BEAM w/ 2'x2' 'x1 /8' ANGLE (2) #12 SMS 0.125" MIN., LONG LEG SHALL BE 0.072' MiN.) INTO BEAM & (2) #lOxl.5 THRU ANGLE INTO rW EACH BEAM w/(2) #10x3/4" SMS @ 1" SPACINGit GUTTER WHERE NO GIRT IS PRESENT, ATTACH INTO GUTTER LIP. FOR BEAMS ABOVE 2x8 INSTALL 6- 4✓!.i W c x UTTER- GUTTER BRACE AT MIDPOINT BETWEEN BEAMS & - tq W LOCATION. BRACE AT EACH BEAM-�----V 1 i ,z }- W - ; - _ :�4 ANGLE DIRECTLY TO G INCLUDE 2' GU ER LL v oll� >� .050" GUTTER STIFFNER -- ° z w;, 2 2'kl /8 ANGLE- FASTEN TO FASCIA w(2) Z w/(2) #10 SMS #12x2' WOOD SCREW % z EACH LEG FASTEN TO GUH ER w(2) i cn #IOSMS GUTTER °. EXISTING HOST STRUCTURE BRACE o /7777 Q I -- DESIGNED BY OTHERS WHEN BEAM & PURLIN // ,{ ( ) �-� 00llilu00 Y o BEAM J HITCCRNER- I � i �i i FASTEN OUTSIDE OF _ @G BEAM &PURLIN 0 -(2) #10 SMS (2) #74 WOOD SCREWS 1" o ( ( SPACING C. EACH GUTTER BRACKET -i w/ 1 /8"x2k2"ANGLE I - _ o &(1)@I91 O.C. DUI I� &{A)#IOSMS EACH LEG ti MIN. EMBEDMENT SHALL BE 2' j j L_ (9) #12x3/4" SMS- 0) cy) ---- - S CHOSE BOTTOM OF -__ o - g I 8" PLATE ON 45° ANGLE F_ ZY5 FOR cc BEAM WHEN TRIMMED BEAM OVER 2x5— OR 1 /8"x2-'x2' ANGLE w/(4) Q U . .044 RECEIVING CHANNEL, --...-..... _._._ .044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER ®"+ # 12 SMS INTO EACH FASTEN w/(2) # 12 SMS INTERNALLY w/(2) # 10 SMS �- INTERSECTING MEMBER o 0 0 ALTERNATELY 2x2x1/8" ANGLE BELOW GIRT, (2) #14 SMS INTO -FASTEN INSIDE..ORNER 1 �J EACH SIDE OF BEAM C� BEAM & (2) #10 SMS INTO STRUCTURAL GUTTER (BEAM TO PURLIN) 0 0 - Q w/ 1 /8'k2'x2' ANGLE w/(2) #10SMS 0 -� 00- SIDE VIEW INTO EA. MEMBER J C) E o) (BEAM &PURLIN) ( ° EYEBOLT FOR W '"�(' � („L_ Lo O c: CABLE TENSION ( U W �_ _ _ ! PERIMETER 0 ( ( W r OPTIONAL GIRT ( & @ 24' O.C. MAX. � � FASTEN GU ER TO - 1 /8' STAINLESS STEEL ~ C'7 j #1osMswl-H1N6" � G DETAIL "M" BEAM & PURLIN TO GUTTER FRAMING I � _ FASCIAw/#14x2" CONNECTION SCALE: NTS �� BRAIDED CABLE Z O wooD SCREW 1 a' O.C. ? L T --_ --- _ -- -� DETAIL "1-2" CABLE CONNECTION < Q (2) # 10 SMS _ AT CORNER SCALE. NTS _ --� - ° _ RACE CV --(2) #14x2' r 2VOO /8" ANGLE WOOD SCREW O oo EA. SIDE OF BEAM ( ! (l- w/(2) #10 SMS 1 1 /8" STAINLESS STEEL CN EACH LEG EACH SIDE BRAIDED CABLE CN -----FASCIA FASCIA (2"x6"MIN. EXISTING) - (2) #14 WOOD SCREWS 40° MIN. CV INTO FASCIA 60' MAX. STRUCTURAL 2) #IOSMS- TO VP IEW GUTTER z 2x2'xl/8 ANGLEw/(2) GIRT- ° � z #10 SMS EA. LEG ^ ° a DETAIL "Id" BEAM TO GUTTER CONNECTION SCALE: NTS 3000 PSI CONC. 3" A.S.T.M. A-36 STEEL CLIP SMB i ° I 6x61Ox10- - WITH 2 3 /8"x3"SLEEVE ANCHORS FOR PAVERS (2) 1/4"x6"TAPCONS WWM OR FIBERMESH (Y �-GIRT THRU PAVERS INTO FOOTING - I- F ( .; -I /8" STAINLESS STEEL - -- - BRAIDED CABLE oI F o ( ( 1 /8 x2 xA' STRAP - -- - 60' MIN. ° 0(2) #10 SMS INTO BEAM STRUCTURAL GUTTER 60° MAX. F (2) #10 SMS INTO GUTTER SIDE VIEW ° F v a T__°o ° 4 o o ° o F F CN 3/16'-5052-H32 GUSSET ) F -'� INTERNAL OR EXTERNAL ' I O 0 GIRT GUTTER 3000 PSI CONC. - 2 x 10 SMB ILLUSTRATED EACH w/(2) #AO SMS ! 3/8 DIA x 3" EMBED ~ n Lll m F bx6- l Ox 10 - FASCIA - INTO GUTTER & (2) #14 WWM OR FIBERMESH CONC. SCREW ANCHOR 0 � M 2E co TABLE B-1 WOOD SCREWS INTO FASCIA (TAPCON OR EQUAL)n ILL J _{ NOTE F '0 GUTTER � � LL ( Q Cn INSTALL FASTENERS ALONG PERIMETER OF GUSSET BEAM COL. TO BEAM BEAM TO BEAM 2'x2kl /8" ANGLE w/(2) BRACE 8' STAINLESS STEEL U LL) -BEAM JOINT 3/8 MIN, FROM EDGE FASTENERS SIZE QTY SMS/ QTY SMS/ #10 SMS EA. LEG BRAIDED CABLE SIDE OF COL. EA. FACE/SIDE J Z —i �_ MAY BE STAGGERED TO INSURE PROPER (2) # 12 SMS �� 60° M N (� J r ...)# - C9 m 60° MAX. QUANTITYPER TABLE B 2x4 (8) #10 - (13) #10 ( {� % C? S FASTENER PATTERN MAY APPEAR DIFFERENT W r �2X5 (a) #10 (13) #lo 5Q O m z FROM ILLUSTRATION. - MAINTAIN I/2 SEPARATION BETWEEN FASTENERS. 2 X 6 (11 #10 - 13 #10 SMB : ' ' ° _ 0 % ) �._) _ MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM _ ...... _ __-,_, _ To o ; --i, ° G n o U o C['o In I BEAM JOINT OR EDGE OF BEAM LAP 2 X 7 (15) #10 (15) #10 - - --- ° Ory U Q W FASTENERS MAY BE EVENLY SPACED AROUND ---- -) -- -----. ° m m w = wj N EDGE OF GUSSET WITHIN 3/8 OF BEAM JOWL (2 x 8 (13) # 12 (15) # 12 .__-.._....� ---III FASTENERS MAY BE STAGGERED TO INSURE - I/8'x2'x4 STRAP GIRT 3000 PSI CONC. O PROPER QUANTITY PER TABLE B-1 j 2 x 9 (21) # 12 �(21) # 12 2) # 10 SMS INTO BEAM - STRUCTURAL GU TER bx6 1Ox10 1.5x5.5" ALUM. STRAP �--------- -- (2) #10 SMS INTO GUTTER 2 X 10-(23) # 12 (22 # 12 WWM OR FIBERMESH w/(2) 3/8" DIA. x 3" DESIGN DATE: 09/29/2022 L-- - ) G j TOP VIEW MASONRY ANCHOR - (TAPCON OR EQUAL) 22 /2 RE DETAIL " L" CORNER CONNECTION VISION 1: 10/200 — _22 - DETAIL "K" GUSSET CONNECTION SCALE: NTS DETAIL " H" CABLE CONNECTION REVISION 2. DATE J SHEET SCALE: NTS AT FOUNDATION SCALE: NTS DRAWN BY: NR SCAKE: NTS (3) 1/4" DIA. MACHINE BOLTS wl 3/4" DIA. WASHERS THRU CARRIER BEAM & POST co) CARRIER BEAM CC) POST VARIES I "x2'MEMBER FOR SCREENING HORIZONTAL BEAM ON ITS SIDE (IF REQUIRED) OPTIONAL 2'x2" FASTENED TO CARRIER BEAM w/(2) #10x]-1/2'SMS INTO SCREW BOSSES EACH END CARRIER BEAM - - Z'xZ'xO- 125" 2' FOR SINGLE RECEIVING CHANNEL HORIZONTAL BEAM OR ANGLE EACH SIDE 4" FOR DOUBLE HORIZONTAL (6) #10x0.75'SMS BEAM OR 4x4" EACH SIDE 6" FOR TRIPLE HORIZONTAL BEAM OR 6X6 (12) #10x0.75"SMS 2 ROWS OF (6) FOR RECEIVING CHANNEL OR (6) EACH ANGLE CARRIER BEAM TO POST DETAIL SCALE: NTS 0 0 0 OPTIONAL 0 1 "x2'MEMBER FOR SCREENING 0 �T # I Ox I - I /2'SMS @ 18" O.C. MAX CONNECTING------ 0 TO I"x2'CARRIER BEAM #]Oxl -1/2"SMS O.C. MAX CONNECTING TO I "xZ' POST (4) 3/8" DIA. LDT'S MAY USE (4) #1 4x] " TEK 2-1/4-MIN. EMBEDMENT IN LIEU OF THRUBOLTS THRU BOTTOM LEG OF ANGLE INTO CONC. (3) 114" DIA. MACHINE —,----'BOLTS W/ WASHERS 3-3/4" FROM EDO OF SLAB/ FG. (3) 114" DIA. MACHINE BOLTS w/ WASHERS (4) 3/9' DIA. LDPS 2-1/4' MIN. EMBEDMENT THRU BOTTOM LEG OF ANGLE INTO CONC. TOP VIEW 4"x4" POST (SEE PAGE-2 FOR SIZE) 2'x4"x0.I25 ANGLE 3000 PSI CONC. SLAB/ FTG.--!.�- - 6x6- I Ox 10 WWM OR FIBERMESH FRONT VIEW 4"x4" POST CONNECTION DETAIL SCALE: NTS 2'x2'x0.I25" ANGLE EACH SIDE TYP. ROOF BEAM (SLOPED OR FLAT) (NOTE USE SIMILAR DETAIL FOR NOTCHED UPRIGHT CONNECTION TO CARRIER BEAM 3/4" SMS SEE TABLE FOR QUANTITY (TYP. EACH SIDE) 3/4' SMS SEE TABLE FOR QUANTITY (TYP. EACH SIDE) NOTE: FOR DOUBLE OR TABLE CARRIER BEAM, OUTSIDE WEBS SHALL OVERLAP 4x4 POST OR NOTCH POST AS ABOVE FOR 6x6 POST. ALL CASES, CONNECT USING MACHINE BOLTS DECRIBED ABOVE. MAY USE (4) # I 4xi" TEK (4) 3/9" DIA. LOT'S IN LIEU OF THRUBOLTS 2-1/4" MIN. EMBEDMENT THRU BOTTOM LEG OF 1" ANGLE INTO CONC liti� (3) 1/4" DIA. MACHINE - BOLTS w/ WASHERS 2' T. 3-3/4" FROM EDGE - OF SLAB/ ETC. I TOP VIEW COLUMN PER PLAN (3) 1/4" DIA. MACHINE BOLTS wl WASHERS AA v /8'x2'x2'x3-3/4" (4) 3/9" DIA L 'T S \1, (LENGTH) ANGLE (INTERNAL) , , 2-1/4" MIN. EMBEDMENT THRU BOTTOM LEG OF ANGLE INTO CONC. 30DO PSI CONC. SLAB/ FTG. 6x6-]Ox]0 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. ROOF BEAM TO C.B. W/ I /&'ANGLE TABLE j BEAM QUANTITY/ SIZE EA. I SIZE LEG TO BEAM 2 x 4 1(4) # 12 OR (2) # 16 2 x 5 1(5) # 12 OR (3) # 16 2 x 6 ! (5) # 12 OR (3) # 16 2x7 I(6) #14 OR (4) # 16 --1 2 x 8 I (7) # 14 OR (4) # 16 X 9 # 14 OR (5) # 16 2 x 10 L(9) # 14 OR (6) # 16 (3) 1/4" DIA- MACHINE BOLTS - w/3/4" DIA. WASHERS THRU POST CARRIER BEAM & POST (3) 114" DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU CARRIER BEAM & POST TOP VIEW CARRIER BEAM go CARRIER BEAM ''I 0 (3) 1/4" DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU CARRIER BEAM & POST (3) 114- DIA. MACHINE BOLTS POST wl 3/4" DIA. WASHERS THRU CARRIER BEAM & POST FRONT VIEW CORNER CARRIER BEAM CONNECTION DETAIL SCALE: NTS 1 /8'x2'x2'x LENGTH CUT TO FIT ANGLE EACH SIDE OF BEAM FASTENED 1/8"x2X2'x LENGTH CUT TO FIT ANGLE W/ (4) #1 2x5/8!' EMS TO BEAM EACH SIDE OF BEAM FASTENED (2) 114" TAPCON INTO HOUSE WALL W/ (4) # 1 2x5/8- SMS TO BEAM 2-1/4- EMBEDMENT MIN. ALTERNATELY f4) # 1 2x5/8" SMS @ 314" SPACING TO GUTTER.- RECEIVER CHANNEL MAY BE USED IN WHERE GIRT PRESENT USE 1/8:'x2'x2'ANGLE LIEU OF 1/8, ANGLE EA. SIDE OVER GIRT AND CUT TO FIT BEOW GIRT. FASTEN EACH LEG W1 (2) # 12)(5/9' SMS SEE DETAIL "H" I FOR GUTTER 2'x2'PERIMETER STIFFNER SPECS.-\ EXISTING HOST STRUCTURE (DESIGNED BY OTHERS) BEAM PER PLAN I o CLOSE TOP OF / SIDE VIEW BEAM WHEN TRIMMED___/ .044 RECEIVING CHANNEL, FASTEN wl# 12 EMS EACH SIDE OF BEAM BEAM TO GUTTER/HOST CONNECTION DETAIL SCALE: NTS 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. DESIGN CRITERIA: APPLICABLE CODES, REGULATIONS & STANDARDS SiiEET ��. DRAWING )�DE�� ������{".� i�04 ° � � Lo 1. THE 2020 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16 �I .�•"°�. ' � / (M STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD. S/Ol GENERAL NOTES � 2. AA ASM 35 &SPECIFICATIONS FOR ALUMINUM STRUCTURES, PART I -A OF THE ALUMINUM DESIGN MANUAL PREPARED BY -- S/02 — PLAN/ ELEVATIONS 6 "'Lo w F D.C. 2005 ° .Z ~ �� = THE ALUMINUM ASSOCIATION, INC. WASHINGTON ED. --- -- - - - - co - w ¢ : - ��W 6 3. ASCE 7-16 & SE17 4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. S/03 DETAILS v c~n Oe 5. ACI318 CONCRETE REFERENCE MANUAL. DETAILS — ( > Z Uj - s/04 WIND LOADS 1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE S/05 DETAILS 1604.5: RISK CATEGORY 1. — -- _ w __--- ___---- 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 3jit co MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C 3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS) r c) 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 = FOUNDATION DESIGN: FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING & OTHER DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER CONCRETE SLAB MINIMUM 8"x8" W/ (1) #5 BAR TO BE VERIFIED BY CONTRACTOR. SEE TYPICAL FOOTING DETAILS FOR NEW FOOTING DESIGN MINIMUM REQUIREMENTS. 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. C?Ln N N - x x :D cL oCN — 2X4SMB - cc ' Wi o of z HOUSE WALL co 1 00 � I I Ln _I 2X4SMB CD �t rn i 00 N+i x 2X4SMB Ml 00 l N 1X2 — -- T 4'-0" M I I 0 0 HATCH/ SYMBOL LEGEND �'' HATCH INDICATES 1. ALUMINUM EXTRUSIONS SHALL BE 6005 T ALLOY UNLESS ���` ° ° ° �i� 4 OTHERWISE NOTED. \`��'••°°°'° — 2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH °m EXIST. STRUCTURE j #12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. r f`, NOTE: ALL MAY NOT APPLY J # 10 SCREW 6' FROM ENDS & 12" CENTER TO CENETER. 3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050". _ Z Lo co w °, = < ILL -- ° _ uw 4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS = : ul _ rn 0 0 e = 0 ° to-- (KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 v) ° c INCHES. > z 4C e u) 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 APPOVED RIDA ERING C. 7. 11 X2R& 1' X3BNONOSTRUC URALEMEM ERL MAY BE USED ���i i i l i i i � w ���� o INTERCHANGEABLY. -- — -- 8. DOOR LOCATION MAY BE DETERMINED/ RELOCATED BY CONTRACTOR IN THE FIELD. {\g m RESIDENCE 1" 1" 6'-10 4 6'-10 4 2X2 TYP. RESIDENCE HOST 12" O/H STRUCT_GUTTER_-- c!� LLJLLJ Lu u, U 2X2 TYP, _ . Ln,, _- -_ 2X6SMB C.B. cN Ln x N —6-10 -„ ._ ._-6'-10 - 1 -6-10 34'-0" 34'-0" (*) NOTE: COLUMN SIZE VARIES SEE PLAN ELEVATIONS HOUSE WALL r FLAT ROOF I � I � I I j 2X4SMI3 ', - I o * 2X5SMB o i M1 00 2X4SMB' 1 al �' M 00 N N x � 2X4S( B NI x x! N' 1 �* } M I o ` � N 1X2 16"X.024 KP TYP. F- - - - - TLL+,111111 .... 'ice, Lo =:.a / a ALUMINUM MEMBERS DIMENSIONS: 1* , (2) #1ox3' SMS INTO SCREW HOLLOW SECTIONS w p 1 /(2 FASTEN TO COL. (INTERNAL) -- BOSSES FOR EDGE MEMBER 2 X 2: 2" X 2" X 0.050" - : WZ co 67 `'Y Q W w/(2) #lOxi-1/2"SMS, FASTEN TO EAVE RAILS ABOVE w/#10 1A /2" SMS _ � 0 � , ( � 24' O.C. AND s' WITHIN COL. 2 x 3: 2' x 3" x 0.050" U 2 x 4: 2" x 4" x 0.050" I j O v ° 2 x 5: 2" x 5" x 0.050" ",%'' F it BEAM PER PLAN -- - _-- = TABLE D" SLOPED OR FLAT) EDGE MEM° BER ° °( OPEN BACK SECTIONS �'�� ° ° • ° ` ��I BEAM OILY/ SIZE EACH SIDE OR PURLIN ° ( �x o � 1 x 2: 1" X 2" x 0.044 ` 1 x3: 1"x3"x0.045„ 01IIIII00\>>' Y o� 2 x 3 — _ 6 / # 10 7----- _._— \ " SNAP SECTIONS O / EDGE MEMBER 2 x 2 SNAP: 2" x 2" x 0.045' ; � r" c" (8j/ #10 BEAM PER PLAN i — / \ OR PURLIN � (2x4 1 (2)#tOx2' co NOTCHED TO RECEIVE INTO BEAM (� i,, I) 2 X 3 SNAP: 2 X 3" X Q.QSQ" ! 0 �,{) 2 x 5— — 8 / # 10 COLUMN WITHIN (� - — 2 x 4 SNAP: 2" x 4" x 0.045" T- 0) �a 2xb (9)/#10 BEAM `--SMS, (EACH SIDE) BRACE 2 x 7 (11)/ #10 -- TO CORNER ,; w/(8)DGE #IOANCEMSA E MAY BE SELF MATING (SMB) LLj r QTY/SIZE PER TABLE "D" ( INSTALL BRACE., 2 x 4 SMB: 2" x 4" X 0.046' X 0.100" Z Q U O �I _ _ _ FASTENED INTERNALLY TO BRACE 2 x 5 SMB: 2" X 5" X 0.050" X 0.1 16" ® Q 2 x 8 (12)/ # 1 TO PERMIT CORRECT # SMs 2 x 6 SMB: 2' x 6" x 0.050" x 0.120" — o - 2 PURLIN NOTCH PROFILE MAY VARY _ 2x9 14/#12 2 x 7 S MB: 2" x 7" x 0.055" x 0. 120" w ® U 2x10 (14)/ #12 _ P 2 x 8 SMB: 2" x 8" x 0.072" x 0.224" —j Q 00 MAINTAIN MIN, OF 5/8" SEPERATION � COLUMN PER PLAN 2 X 9 SMB: 2" X 9" X Q.072" X 0.224" � J � E � W < LL 1 0 FROM EDGE OF BEAM SMS O.C. ( 2 x 9(H) SMB: 2" x 9" x 0.082" x 0.306' f 2 x 10 SMB: 2" x 10" x 0.092" x 0.374" zLLJ r- J DETAIL E - UPRIGHT TO BEAM DETAIL "D" - ROOF BRACING CONNECTION ALL MAY NOT APPLY H M LL DETAIL A CONNECTION SCALE: NTS SCALE: NTS ~ W Lu <L O�1L c � L I NIMUM ER TE & ALUMINUM OR AL # 112 3/4" S. SB NTOFU RIGHHTv/ EACOH SIDE OFBEAM -_ -..._ _._. _:_ -- INTO GIRT OR PURLIN & (2 # 14xN 5" \ �- o c THROUGH SECONDARY 2 X 2 X 0.125" ANGLES00 NTO BEAM OR uPRiGHi o.062 ANGLE 1 SEE BELOW �- RECEIVING R UPRIGIHS MA) B oUSED -(4) #lOxl-1/2"SMS INTO J - - --_ 2X4 S.M.B. (1 ) 1 /4" X 2-1/4" S.S. TAPCON & 2# 10 X 3/4" S.M.S. FA T N TOP F HEADER T INT R E TIN SCREW BOSSES d CV � IILL 2X5 S.M.B. 1 1 /4" X 2-1/4" S.S. TAPCON & (2 # 10 X 3/4" S.M.S. EMEMB o HEADE 0 O I TESMS / s C G N 2X7 S.M.B. (2) 1 /4 X 2-1/4" S.S. TAPCON 8, (4) # 10 X 3/4 S.M.S. (l PENETRATION (j ) 2 Xz ( ) INTO SCREW BOSS OF 2X6 S.M.B. (2) 1 /4' X 2-1 /4' S.S. TAPCON & (3) # 10 X 3/4 S.M.S. 2'x2' MEMBER -TYP. BOTH SIDES � I 2X8 S.M.B. (3) 1 /4 X 2-1/4" S.S. TAPCON & 5 # 10 X 3/4" S.M.S. _� w�— - 2X9 S.M.B. (4) 1 /4' X 2-1/4" S.S. TAPCON & (b) # 10 X 3/4" S.M.S. � ',, r � Z 2X10 S.M.B. (5) 1 /4" X 2-1/4" S.S. TAPCON & (7) # 10 X 3/4" S.M.S. �� H 2'x2 DOOR JAMB �L PURLIN III ILij - SNAP SECTIO OR III- — -- - - III I� ! SELF MART NG, OR HOLLOW /ICI -. /1 MEMBER 1 /9'x2'x2'x ANGLE V ��rr 1 M50NT H-32 ANGLE I'�� SNAP SECTION TYP. (� ---.__- - - 1 0 (2) - # 0 S 5 O COLUMN -1'XY' O.B. BASS PLATE-TYP. r-...—..�. _.. ( —. -�--- 1 /4" MASONRY ANCHOR EACH �--� ANGLE -EACH SIDE COL. (I INTO BOSS FASTEN HEADER w/( HEADER j " ° 2 REVEALTYP. ( DETAIL DETAIL SCALE: PURLIN TO BEAM _-- 1-1 /4- MIN POST CONC. ��i 2-1 /4 MIN.CONC.- - --- 'I ANCHOR EMBEDMEN - ANCHOR EMBEDMENT 1 1"x2" O.B. LOCATION TYP. ALTERNATE HEADER CONNECTION I SECONDARY ANGLE ° WHEN Z-BAR IS USED - FASTEN Z-BAR TO COL/HEADER AT EACH 0 a 7 MIN. INCREASEDISTANCE CORNER AND I9' O/C ( 0 WHEN GREATER THAN 2x4 -'- - , sl 3000 PSI CONIC ° - UPRIGHT IS USED 2 x2 x.063 DIM. TO MATCH PURLIN- SLAB/ FTG NOTE Lo WHERE PAVERS ARE PRESENT USE 5/16"- ( (2) # 2 SMS INTERNAL TO EAVE (3) #12 EACH S DE N O PURLSIZE RECEIVING IN L z O N DE VIEW TAPCON ANCHORS L ( EDHEADPENETRATE MFG.) MASONRY ATTACH 2 x2'ALTERNATE T O BASE PLASE PLATE TE / / ®® - f W co INTERNAL w 2' #10x2' SMS -i bxORFIB0WWM- _ I fL OR FIBERMESH CONCRETE FOOTING 2-1/4 (MIN.) I� �I (LL i �?� P�RUN �' - i 1 /4- MASONRY ANCHOR ,, ! ° AT EACH ANGLE (2)-#I0SMS I �� ATTACH BASE PLATE TO 2'X2, I� "�71 ui w/(2) #l0x3" SMS INTO SCREW EAVE RAIL - SEE PLAN � �j Q U) -1 /4" TAPCON XL (RED HEAD MFG. OR EQUAL) BOSS OF BASE PLATE EXTRUSION Z 2 s 1 x2 BASE ° 00� ��_ 2 Q SLAB (BE _ '� lx2 OPEN BACK �I,I L UPRIGHT U (D Z �� �. ( omy u {� EXTRUSION jjj 1 "xT BASE PLATE ANCHORED _ , _,_ M ° o e e (2) #1 Ox2" SMS 7HRU lx2 INTO p co O p fy � L h� EAVE RAIL EACH SIDE OF COLUMN H m ®o Q 'o CL °4 TO CONIC w/ 1 /4" MASONRY , �, ° e ° ° 4 Q (� s� L(j ANCHOR 6 MAX EACH SIDE ., ., _ _ = a . , e m r"Lu OF POST AND 24" O.G. MAX a ° _ ° a . ° ° a ( F✓ coZ Cy*) IN 10 1-1/4" CONC. EMBEDMENT TYP. e ° j' z a ( � d 000 PSI GONG. - ------ _ 1/4" TAPCON RED HEAD MFG. OR EQUAL WITHIN 6" OF ---�� -`- -1 r DESIGN DATE: 09/29/2022 SLAB/FTG. ---'+— DETAIL G -SLOPED PURLIN • 6x6-1Ox10 WWM - FRONT VIEW COLUMN 1-1% "PENETRATION INTO UNDERLYING FOOTINGOR 2022 DETAIL SHB - 2x4 OR LARGER SELF MATING ©CONNECDOOOR JAM SCALE HEADER CONNECTION SCALE. NITS LREVISION 2: DATE REVISION 1: 10/20/ A SHEET: UPRIGHT TO DECK DETAILS SCALE. NTS ( DRAWN BY. NR 03 1 SCALE NTS j IFFFF,\IIIIIIII��F�� I GIRT FASTENED INTERNALLY AT EACH END 1 x5 x2 WIDTH EXTRUDED GLITTER BRACKET w/ #lOxl.5" EACH SCREW GROOVE. FASTEN ( i HICKNESS OF LEG @WOOD SCREW SHALL BE �� �� Lo TO BEAM w/ 2 x2 `xl /8" ANGLE (2) #12 SMS-0.125' MIN_ LONG LEG SHALL BE 0.072' MIN.) � M i � 4 INTO BEAM & (2) # 1 Ox1.5 THRU ANGLE INTO @ EACH BEAM w/(2) # 10x3/4" SMS C? 1" SPACING W c. _..-"� GUTTER WHERE NO GIRT IS PRESENT, ATTACH INTO GUTTER LIP. FOR BEAMS ABOVE 2x8INSTALL �C/ CN ANGLE DIRECTLY TO GUTTER -. GUTTER BRACE AT MIDPOINT BETWEEN BEAMS & _ W = 0_ '"^v INCLUDE 2' GUTTER BRACE AT EACH BEAM — Z 1cl)0 F__LL LOCATION. - : ui 6i ` < = : 0 E- 0 o: > 050 GUTTER STIFFNER v°'° > Z FASTEN TO FASCIA w°•, 2'x2"x'I /8"ANGLE ( (2) w/(2) # 10 SMS # 12x2' WOOD SCREW EACH LEG FASTEN TO GUTTER w(2) ° ° ° ° ° ° ° uj EXISTING HOST STRUCTURE #10 SMS GUTTER ° / xixx/ \xxxx\\ -- - - o� (DESIGNED BY OTHERS) BRACE �WHEN BEAM & PURLIN YT 1 L/ll l 1111,1F'`LL Y HIT CORNER - c 2) #lO SMS 2) #14 WOOD SCREWS @ 1 �- -- - - - ( BEAOM zURLIN LE BEAM { FASTEN OUTSIDE O� oI SPACING @ EACH GUTTER BRACKET I �� & (4) #10 SMS EACH LEG —_- - 1 w J 0 L{3 I o o MIN. EMBEDMENT SHALL BE2' < (9) #12x3/4"SMS `( J CLOSE BOTTOM OF 1/8 PLATE ON45°ANGLE BEAM EN TRIMMED FOR VER 2x5 LE Lu .044 RECEIVING CHANNEL, 0 RECeiVOING CHANNEL FASTEN TO STRUCTURAL GUTTER " — OR I / #12 SMS INTO EACH o 0 0 0 0 �G C FASTEN /(2) 2�s S INTERNALLY w/(2) # 10 SMS INTERSECTING MEMBER �� _ U EACH SIDE OF BEAM ALTERNATELY 2X2 l /8" ANGLE BELOW GIRT, (2) # 14 SMS INTO FASTEN INSIDE CORNER (BEAM TO PURLIN) BEAM & (2) #10 SMS INTO STRUCTURAL GUTTER ) ( w/ 1 /8" x2'x2" ANGLE o LL Q wH2)#10SMS ° W -J 0 OCR NTO EA. MEMBER _1 (5) E o) SIDE VIEW ��I (BEAM & PURLIN) ° - EYEBOLT FOR w LL Lo o c CABLE TENSION 1 U LL! ./~ 8 w LL —� FASTEN TT PERIMETER-- LL OPTIONAL GIRT - I #TosnnswlTHIN s'_ - --�, - — � i DETAIL "M' BEAM & PURLIN TO GUTTER I FRAMING I !1 1/8 STAINLESS STEEL & O 24" O.C. MAX.FASCIA w/ # l dx2' BRAIDED CABLE �- LLI /jGUTTER To CONNECTION SCALE: NTS Z WOOD SCREW 18" O.C. uj < _J d ILL X _ �0) _ i I I -(2) #10 SMS ,� <DETAIL "1-2" CABLE CONNECTION Q = 0 AT CORNER SCALE: NTS -- _I F-� G ^� RACE it (2) #14x2' co 2x2xl/8"ANGLEZ� WOOD SCREW -----FASCIA k"MIN. EXISTING) --(2)#14 WOOD SCREWS 40°MIN. 1/8'STAINLESS STEEL EA. SIDE OF BEAM 1 N w/(2) # 10 SMS .� ( BRAIDED CABLE C EACH LEG EACH SIDE SC A (z 6 E S G) ��•`�� (2) #IOSMS INTO FASCIA ( 600 MAX- --- STRUCTURAL GUTTER_�- 2'k2'xl/8" ANGLE w/(2) - GIRT- Z TOP VIEW #10SMS EA. LEG a o DETAIL "H" BEAM TO GUTTER I ° °TLLI CONNECTION SCALE: NTS 3'ASTM A36STEEL CLIP 3000 PSI CONC. SMB BERMx10-- FOR RUPA VERB O 1/ FOO FOOTING E — -- - - WWM OR FIBERMESH -------, I c o GIRT �- i 1 F STAINLESS STEEL —� { ° o ----- — BRAIDED CABLE ° F _� ° ° �_.. _.._..._---- - 40° MIN. o 1 /8"x2k T' STRAP 8° (2) #10 SMS INTO BEAM - STRUCTURAL GUTTER 60° MAX - p� c (2) #10SMS INTO GUTTER SIDE VIEW — ------ °�...-F o 0 —_ ' 0 a ° � F F 3/W-5052 H32 GUSSET ® mot' ® N o ° F--'� INTERNAL OR EXTERNAL r d' 2 x 10 SMB ILLUSTRATED GIRT (2) GUTTER BRACES 3000 PSI CONC. � ( H F EACH `v/(2) # 10 SMS bx6-1Ox10 3/8" DIA x 3' EMBED ffy co Ljj� � FASCIA ( INTO GUTTER & (2) #14 WWM OR FIBERMESH CONC. SCREW ANCHOR M M — j — - CREWS INTO FASCIA (TAPCON OR EQUAL) ( _j NOTE F QTY COL. TO AM BBEIAM TO BEAM 2' GUTTER ( WOODS 1 /8" STAINLESS STEEL ' TABLE B 1 INSTALL FASTENERS ALONG PERIMETER OF GUSSET BEAM ( BE x2'xl /8' ANGLE BRACE LLI Q C -BEAM JOINT 3/8 MIN, FROM EDGE. FASTENERS SIZE / #10 SMS EA. LEG BRAIDED CABLE I SIDE OF COL. EA. FACE/SIDE----- 40° MIN, J MAY BE STAGGERED TO INSURE PROPER 60° MAX. r O � ! = J QUANTITY PER TABLE B-1 --- — 2X4 (8)#10 (13)#10 ( ( U�U C�z FASTENER PATTERN MAY APPEAR DIFFERENT 2 X 5 (8) # 10 (13) # 10 a 4 FROM ILLUSTRATION. _ _�-_— _.� O m MAINTAIN 1/2"SEPARATION BETWEEN FASTENERS. --.--. 1 #1 .,-,,,—_,-.,,,_—,_ N � � � O Q 'y (gypMAiNTAIN = FASTENERS MAYBEEVENEY SPACED AROUND NER SEPARATION FROM 2 X 6 _ -„Y-� 1' 0 ( (13? # 10 _---- SMB __----., _ O m T ° ° e e ° ° � ° ° m � m W = co w BEAM JOINT OR EDGE OF BEAM LAP 2 X 7 (15 # 10 15 # 10 co - -- �I EDGE OF GUSSET WITHIN 3/9" OF BEAM JOINT. 12 x 8 (13 # 12 15 # 12 FASTENERS MAY BE STAGGERED TO INSURE �---- - ) ------ ( 1/8'x2k4" STRAP GIRT ( 3000 PSI CONC. U PROPER QUANTITY PER TABLE B-1 2 x 9 ( STRUCTURAL GUTTER 6x6-IOx10 LS k5.5' ALUM. STRAP 21) # 12 ( (21) # 12 (2) # 10 SMS INTO BEAM - U 0. (2) #10 SMS INTO GUTTER 'NWM OR FIBERMESH w/(2) 3/8" DIA. x 3" 1 2 x 10 (23) # 12 22) # 12 — 1 TOP VIEW MASONRY ANCHOR DESIGN DATE: 09/29/2022 (TAPCON OR EQUAL) REVISION 1. 10/20/2022 I (. DETAIL' L' CORNER CONNECTION � DETAIL "K" GUSSET CONNECTION SCALE: NTS C DETAIL "I-Y' CABLE CONNECTION REVISION 2_ DATE SHEET: SCALE: NTS ( AT FOUNDATION SCALE: NTS DRAWN BY: NR [SCALE: -- — NTS (3) 1/4" DIA. MACHINE BOLTS W/ 3/4" DIA. WASHERS THRU CARRIER BEAM & POST 0 0 CARRIER BEAM POST VARIES I "x2'MEMBER FOR SCREENING HORIZONTAL BEAM ON ITS SIDE (IF REQUIRED) OPTIONAL 2"x2'FASTENED TO CARRIER BEAM w/(2) # I0xl-I /2'SMS INTO SCREW BOSSES EACH END CARRIER BEAM--\ — 2"x2X0. 125' 2" FOR SINGLE RECEIVING CHANNEL HORIZONTAL BEAM OR ANGLE EACH SIDE 4" FOR DOUBLE HORIZONTAL (6) #1 OxO.75' SMS BEAM OR 4"x4' EACH SIDE 6" FOR TRIPLE HORIZONTAL BEAM OR 6X6 (12) # 1 OxO.75" SMS 2 ROWS OF (6) FOR RECEIVING CHANNEL OR (6) EACH ANGLE CARRIER BEAM TO POST DETAIL SCALE: NTS 0 0 0 OPTIONAL 0 I"x2'MEMBER FOR SCREENING —j, 0 #lox]-I/z' EMS @ 18- O.C. MAX CONNECTING - TO I"x2'CARRIER BEAM #IoXI-I/2'SMS4I8" O.C. MAX CONNECTING — TO I'X2' POST VVVV (4) 3/8- DA. LDT S MAY USE (4) #1 4x I" TEK 2-1/4" MN. EMBEDMENT IN LIEU OF THRUBOLTS THRU BOTTOM LEG OF '\ �-- (3) 1/4" DIA. MACHINE ANGLE INTO CONC. BOLTS w/ WASHERS 3-3/4' FROM EDO OF SLAB/ FTG. (3) 1/4"DIA, MACHINE BOLTS wl WASHERS (4) 3/8" DIA. NUTS 2-1/4" MIN. EMBEDMENT THRU BOTTOM LEG OF ANGLE INTO CONC. TOP VIEW 4"x4" POST (SEE PAGE-2 FOR SIZE) 2'x4'xO. 125 ANGLE 3000 PSI CONC. SLAB/ FTG. J� 6x6- I Ox 10 WWM I 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) # I 4x] " TEK (4) 3/9'DIA. LDT'S IN LIEU OF THRUBOLTS 2-1/4" MIN. EMBEDMENT THRU BOTTOM LEG OF ANGLE INTO CONC. (3) 1/4" DIA. MACHINE L BOLTS w/ WASHERS Tj -- 2, T­ 3-3/4'FROM EDGE — OF SLAB/ FTG. i TOP VIEW 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"ANGLETABLE BEAM QUANTITY/ SIZE EA. I SIZE LEG TO BEAM 2 x 4 (4) # 12 OR (2) # 16 2x5 (5) # 12 OR (3) # 16 1 2 x 6 (5) # 12 OR (3) # 16 2x7 (6) # 14 OR (4) # 16 2 x 8 (7) # 14 OR (4) # 16 2x9 1(8) # 14 OR (5) # 16 I 2x 10 1(9) # 14 OR (6) # 16 (3) 114- DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU POST CARRIER BEAM & POST (3) 1/4" DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU CARRIER BEAM & POST TOP VIEW CARRIER BEAM N CARRIER BEAM, 1 0 (3) 114" DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU CARRIER BEAM & POST (3) ]It DIA. MACHINE BOLTS—/ POST w/ 3/4' DIA. WASHERS THRU CARRIER BEAM & POST FRONT VIEW CORNER CARRIER BEAM CONNECTION DETAIL SCALE: NTS I /9'x2"x2" x LENGTH CUT TO FIT ANGLE EACH SIDE OF BEAM FASTENED 1/9'x2'x2'x LENGTH CUT TO FIT ANGLE W/ (4) #1 2x5/8- SMS TO BEAM EACH SIDE OF BEAM FASTENED (2) 1/4"TAPCON INTO HOUSE WAIL W1 (4) # 1 2x5/8" SMS TO BEAM 2-1/4" EMBEDMENT MIN. ALTERNATELY (4) # I 2x5/9' SMS @ 3/4' SPACING TO GUTTER. WHERE GIRT PRESENT USE I /9X2X2'ANGLE 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) # 1 2X5/9' SMS SEE DETAIL "H" FOR GUTTER 2'x2- PERIMETER STIFFNER SPECS. EXISTING HOST STRUCTURE (DESIGNED BY OTHERS) COLUMN PER PLAN (3) 1/4" DIA. MACHINE BOLTS w/ WASHERS 1/8'x2'x2'x3-3/4" z (LENGTH) ANGLE (INTERNAL) (4) LDT'S 2-1/4" MIN. EMBEDMENT BEAM PER PLAN THRU BOTTOMDIA. LEGOF L, ANGLE INTO COLIC. I i J L� �=��j E 4 T­ I -I - � —]-� - 1—K-Fo —1 3000 Psi CONC, SLAB/ FTG. —l?l�' 6x6-IOx 10 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. CLOSE TOP OF SIDE VIEW BEAM WHEN TRIMMED _j .044 RECEIVING CHANNEL, FASTEN wl# 12 SMS EACH SIDE OF BEAM BEAM TO GUTTER/HOST CONNECTION DETAIL SCALE: NTS A CN k Lj L0 w c) LL : c-q a0 0 u) z T- m co n 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.