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HomeMy WebLinkAbout20-316 f Of City p Y of Ze h rhills �h °PERMIT'NUMB R w, 5335 Eighth Street =:7 Zephyrhills, FL 33542 BAR-000316 2020 - Phone: (813)780-0020 4` Fax: (813)780-0021 Issue Date: 07/24/2020 Permit Type: Add/Alter (Residential) Property Number Street Address 05 26 210080 00600 0150 16526 Wagon Trail St Owner Information Permit Information Contractor Information Name: NELSON&LYUDMILAARCE Permit Type:Add/Alter(Residential) Contractor: POMBOS CONTRACTING Class of Work:Add/Alter Residential SERVICES INC Address: 6526 Wagon Trail St Building Valuation:$9,933.00 ZEPHYRHILLS,FL 33541-2556 Electrical Valuation:$0.00 Phone: (813)616-0710 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 m Total Valuation:$9,933.00 ✓ / /V� Total Fees:$134.49 Amount Paid:$134.49 Date Paid:7/24/2020 11:46:38AM (� Project Description POOL ENCLOSURE 716 SQ FT Application Fees Building Permit Fee $89.66 Building Plan Review Fee $44.83 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. "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 with your lender or an attorney before recording your notice of commencement." 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. C0NTRACT6Rk1GN#fURE PE PT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER n 813-780-0020 City of Zephyrhills Permit Application Fax-B18-780-0021 Building Department Date Received Phone Contact for PermittingL Sib c [taaalaa O aaata Owners Name Owner Phone Number Owner's Address 1 1 L Owner Phone Number Fee Simple Titleholder Name F Owner Phone Number Fee Simple Titleholder Address �/ JOB ADDRESS 662 (1 nil I / \111 LOT# SUBDIVISION 16-Ifflado PARCEL ID# O (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED q NEW CONSTR AALL RDD ALRT SIGN Q Q DEMOLISH INSPROPOSED USE 44-011 SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK 0 FRAME nn= STEEL NN� DESCRIPTION OF WORK � Cl BUILDING SIZE S4 FOOTAGE HEIGHT 11 TraTrrcrrr[rsrrFrr�srrrrr<ara cr c rrrrcrrrrrfr�raarrrr�srscr�rrrrrcrsE r =BUILDING $ A Z'�• VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ {{/`(,►fJ J JJ //bra "' -zi.! =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY I b SIGNATURE REGISTERED YIN F51z CURREN I Y/N Address tte License# ELECTRICIAN COMPANY SIGNATURE F REGISTERED Y/N FEE CURREN Address License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Y I N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N 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,Stornwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed, Sanitary Facilities&1 dumpater.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 constructlon. 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(far the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Rerocfs if shingles Sewers Service Upgrades A/C Fences(Plot/SurveylFootage) Driveways-Not over Counter if on public roadways..needs ROW s B13-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department c 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 hi red'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 maybe cited for a misdemeanor violation understate law.If the owner or intended contractor are uncertain as to what licensing requirements may apply far 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 I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating Construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other govemmerit 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. understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall ' construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties.If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: 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 WITIJ YOUR LENDEROR AN ATTORNEY 9EFQIRE RECORDING YOUR NO C C E FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Sub cribed and swom a ore as , by � Who is/are personally known to me or has/have produced Who is/are rsona mown to me or-has/have produced as identification. as identification. Notary Public h.LI Notary Public Commission No, Comlof JACQUELINE BOGE2022 Name of Notary typed,printed or stamped Nam �$ry eitApr Expires December W Bonded Thru Troy Fain i7019 INSTR#20201 03101 OR BK 10127 PG 2500 Page 1 of 1 S/H 06/2(9/2020 11:49 AM Rcpt:2176571 Rec: 10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller Pemig No. Parcel lD•No 05-26-21-66kW060"156 NOTICE OF COMMENCEMENT State of.FLORIDA County of PASCO THE UNDERSIGNED hereby.gives notice that improvement YAP!be made to.certain real•property,and In accordance-w th.Chapter 713.Floride'Statutes, the following information is provided in this Notice of Commencement 1. Description of Property: Parcel Identification No:05.26.21-0080-00600-0150 Street Address: 6526 WAGON TRAIL ST ZEPHYRHILLS,FL 33641 2. General Description of Improvement Proposed scrcreeennnclosure over now proposed concrete tooter and 3. Owner Information or Lessee information if the Lessee contracted for the Improvement Nelson Area 68]0 Wopa,T,il Shag Name Zephyrhlgs FL Address City State Interest In Property. _ .- Name of Fee Simple Titleholder. (It different from Owner listed above) - — --- Addressr_..._-z..�-�: city stale. 4. Contractor rorswmT voueo N17 N NNEA4E Name TAMPA FL Address City Slate Contractor's Telephone No.: (613)323-7433 5. Surety: Name Address City State Amount of Bond: 3 Telephone No.: Lender. .. .. Name Address City '- - ` State Lender's Telephone No.: 7. Persons within the Slate of Florida designated by the owner upon whom.notices or other documents may be served as provided by Section 713.13(9)(a)(7);FloridaStatutes. ' Name Address City State Telephone Number of Designated Person: 6. In addition to himself,the owner designates —Of— to receive a copy of the Venors Notice as provided in Section 713.13(1)(b).Florida Statutes. Telephone Number of Person or Entity Designated by Owner. g. 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 dale of recording"unless a'different date Is specified): - WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13 FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICEr 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 commencement and that the fads stated therein are hue to the best of my knowledge and belief. /1 STATE OF FLORIDA COUNTY OF PASCO ' Slgna a of r o ee,or Owner's or Lessee's Authorized OfficerlDirec�to7PartnedManag er . .., .' : .. ', :•. ' . J�ignatory's T1tlelOffice .. .. ,. ..... ,.. The foregoing Instrument.was acknowledged before me s day of 'tliYi,20W by_ie' as (type of autharity,e.g.,officer,trustee,atomey in faet)for (name of oadv on_s o�a m in enl was executed). Personally Known❑OR Produced Identification` ' otary Signatu Type of Identification Produced f �i •17 YES U-e` gllame(Prin KYLE G.NEFF r'• ;,, Notary Public - StateolFlotida ,lt�••: Commission Y GG 122384 y t My Comm.Expires Aug 14,2021 ............. n ,�. it ndedthmughtiatimltatmyAwl wpdata/bcslnalicecommencemen{-•pc053 �•r i op *. STATE OF FLORIDA,COUNTY OF PASCO _ THIS IS TO CERTIFY THAT THE FOREGOING IS A ,1 ` TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE ° WITNESS MY HAND AND OFFICIAL SEAL THIS _DAY OF 2 cy1 :� ps NIKKI ALVAREZ-SOW CL K&COMPTROLLER '�.. BY DEPUTY CLERK PROPOSM­ *Homeowner's Initials DATE: June 11, 2020 *Homeowner's Initials TO Nelson Arce *Contractor's Initials 6526 Wagon Trail Street Zephyr r 41 1 Phone: 13 16-0710; -mail: nelsonarce@gmail.com Furnish labor and materials to install the following: Build an addition to the existing.screen enclosure (screened cage)to include the following: 1. It will be built over a new concrete footer and deck to be installed by others. 2. Cage addition area will have an outside perimeter of 19' x 37' 8" and will extend along the rear of the existing screen cage. 3. Screen cage addition will have a mansard roof. 4. Includes all beams, columns, purling, etc. as required by code. Includes 2 pedestrian doors with door kit and bug sweep. 5. Permit, engineering, and drawings included in price. 6. Color to be bronzed. Price includes 10,000-hour rated screws and all required tie-downs. Includes (no) kick plate. 7. Includes 14 X 18 Phifer brand screen. If a panoramic view is chosen for a portion of the cage Super Screen will be used for that portion of the cage. 8. Clean site and dispose of all debris. No amount is included for re-sodding, replacing damaged landscaping, or re-establishing any sprinkler systems in case concrete work is required. Sprinkler lines will be cut and caped as needed for concrete work. Please Make Sections from Options Below DESCRIPTION Cost Of Optl©ns Owner Selected Options Total for the project as describe above is: $9,781 .$9,781 Select opiions from list below.and add in the column.to the right-. Billy Bib $69 $69 Panoramic View Rear Only $827 .$827 Super Screen along the rest if selecting the panoramic $678 view along the rear $678 One Year'Guaranteed Price _11.355 Deduct$if payment is made by check or cash -$585 -$585 . Deduct$if contract is signed before the end of f the month -$836 -5836 Grand Total $%933_ TERMS: Pombo's Contracting Services Incorporated 4413 North Hale Avenue, Tampa, FL 33614, (813) 323-7433 or Fax (813) 249-0077 pomboscontracting@gmail.com All projects come with a 2-year warranty that is valid beginning the date of completion. Warranty consists of damages, defects or imperfection due to the work of Pombo's Contracting Services Inc. and materials. Warranty does not apply to repair of damages or other items caused by natural occurrences, (hurricane, tornado, flooding, falling tree limbs, etc.) or caused by client or parties not affiliated with contractor. Contractor is not responsible for any oxidation, peeling, rusting or discoloration of any aluminum framing or fasteners caused by chemicals. We guarantee to purchase new materials in good condition in order to assure the quality of our work. Fading of the paint on the aluminum is normal and will occur overtime. As a further condition, it is understood that contractor will not be held responsible for delays caused by conditions beyond our control; that any alterations or deviation from the above items or additional work requested by customer will result in additional fees over and above the cost estimate provided; that this proposal, when accepted and signed by you (the client), and signed by Pombo's Contracting Services, Inc. constitutes the entire binding contract between the parties; and if any obligation hereunder is enforced by legal action or in equity, then the losing party will pay all costs, including attorney's fees. Buyer has 3 days to cancel this contract and get deposit back. We follow all specifications according to the Florida Code of Engineering. Any items relating to specific construction details are subject to applicable engineering requirements and local building codes and ordinances. A fifty percent (50%),deposit is required with this signed contract and payment is accepted in cash or check. The client is to pay the remaining balance after project is finished and passes final inspection, if permits are necessary. Failure to pay within 30 DAYS of date of completion or passing of final inspection, if a permit is required, will be considered a violation of this contract. Any unpaid balance which is 30 days or more past due is subject to a finance charge of 1% per month and attorney's fees will be charged if legal action is required to process (Property Lien) or court costs for collection. A $45.00 charge will be imposed for returned checks. Signing below confirms that you have read and understand this document, accept the warranty details, stated terms, and allow Pombo's Contracting Services, Incorporated to perform the work listed above. If you wish for us to proceed with the work, please circle and initial the word "CONTRACT"at the top of the first page, place your initials in the space provided, sign below and mail, email or fax this document back to us, and send the deposit for %Z the contract amount. The contractor will sign it and mailed/emailed it back to you upon acceptance. You may email the approved contract to nomboscontracting ftmail.com. Checks must be made payable to Pombo's Contracting Services, Inc. The total cost of the services I (the client) have selected is S9 933 Client Name:—NELSON—ARC Estimator's Name: Lee (Eliu Castillo) 813-431-0071 Client Signature: / Contractor's Signature: Date: 06-15 20 Date: Thank you very much for choosing us and we look forward to meeting all your needs and expectations to your complete satisfaction. Pombo's Contracting Services Incorporated 4413 North Hale Avenue,Tampa, FL 33614, (813) 323-7433 or Fax (813) 249-0077 pomboscontracting@gmail.com DESIGN CRITERIA: o APPLICABLE CODES,REGULATIONS&STANDARDS ALUMINUM SPECIFICATIONS ALUMINUM MEMBERS DIMENSIONS CD 1.THE 2017 FLORIDA BUILDING CODE,SPECIFICALLY CHAPTER 16 1.ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS HOLLOW SECTIONS ui STRUCTURAL DESIGN,CHAPTER 20 ALUMINUM&CH.23 WOOD. OTHERWISE NOTED. ;O • 2.AA ASM 35&SPECIFICATIONS FOR ALUMINUM STRUCTURES, 2.ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH 2 x 3:2"x 3"x 0.050" _Z;UJ d o w p'; 2 x 3:2"x 3"x 0.050" = : w c =� PART 1-A OF THE ALUMINUM DESIGN MANUEL PREPARED BY #12 SCREWS 6"FROM ENDS&24"CENTER TO CENTER. 2 x 4:2"x 4"x 0.050" _0 :w ix Q - N THE ALUMINUM ASSOCIATION,INC.WASHINGTON D.C.2005 ED. 3.ROOF BRACING SHALL BE A MINIMUM 2"X2'X.O5O"' 2 x 5:2"x 5"x 0.050" - o 3.ASCE 7-10&SE1 7 4.THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS ;y ) Z N 4.NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. (KICKPLATES)SHALL BE AN INDUSTRY STANDARD OF 0.024 OPEN BACK SECTIONS Gj 5.AC1318 CONCRETE REFRENCE MANUAL. INCHES. 1 x2:1"x2"xO.O44' 6' ....• w 5.VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN PER FBC. WIND LOADS 6. CREEN MATERIAL SWIND SPEEDSD HALL BE75F18/14 SCREEN UNLESS 1 x 3: 1"x 3"x 0.045" 1.BUILDING OCCUPANCY CATEGORY,PARAGRAPH 1604.5&TABLE APPROVED BY FLORIDA ENGINEERING LLC. SNAP SECTIONS 1604.5:RISK CATEGORY 1. 5.1"X2"&1"X3"NON STRUCTURAL MEMBERS MAYBE USED 2 x 2 SNAP:2"x 2"x 0.045" 2.BASIC WIND SPEED,TABLE 1609C,STATE OF FLORIDA DEBRIS INTERCHANGEABLY. 2 x 3 SNAP:2"x 3"x 0.050" U r- N REGION&BASIC WIND SPEED,PARAGRAPH 1609.3.1 &TABLE 2 x 4 SNAP:2"x 4"x 0.045" J Q L17 0 1609.3.1 EQUIVALENT BASIC WIND SPEED: 130 r C) MPH EXPOSURE CATEGORY,PARAGRAPH 1609.4.3: C FASTENER SPECIFICATIONS SELF MATING(SMB) C") 3.WIND LOADS PER FBC TABLE 2002.4(MWFRS) 1.FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER 2 x 4 SMB:2"x 4"x 0.046"x 0.100" I1 C"') VULT=130 MPH&EXPOSURE=C ZINC PLATED.(CONCRETE ANCHORS ARE TO BE TAPCONS 2 x 5 SMB:2'x 5"x 0.050"x 0.116" `! Z < E w 0 OR BETTER,INSTALLED TO MFG.SPECIFICATIONS) 2 x 6 SMB:2'x 6"x 0.050"x 0.120" z 0 O Q FOR 20 X 20 X 0.013"MESH SCREEN 2.IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, 2 x 7 SMB:2'x 7'x 0.055"x 0.120" U 0 HORIZONTAL PRESSURES ON WINDWARD SURFACES= 32 PSF FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS. 2 x 8 SMB:2'x 8"x 0.072'x 0.224" O U HORIZONTAL PRESSURES ON LEEWARD SURFACES= 26 PSF 3.WHERE WOOD DECK IS PRESENT USE 1/4"X 3-1/2'GALV.LAG 2 x 9 SMB:2'x 9"x 0.072'x 0.224" J 0 00 = VERTICAL PRESSURES ON SCREEN SURFACES= 9 PSF SCREWS IN LIEU OF MASONRY ANCHORS.UNLESS OTHERWISE 2 x 9(H)SMB:2"x 9"x 0.082'x 0.306" VERTICAL PRESSURES ON SOLID SURFACES= 27 PSF SPECIFIED. 2 x 10 SMB:2"x 10"x 0.092"x 0.374" LI J < 4.1"X2"NON STRUCTURAL MEMBERS ATTACHED TO HOST Z FOR 18 X 14 X 0.013"MESH SCREEN,APPLIED FACTOR= .88 A.FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED DETAIL A - - Li_I Q) FOR ALLOWABLE STRESS DESIGN,APPLIED FACTOR= .6 1/4"X 2-3/4"TAPCONS OR EQUAL AT 24"O.C.AND 6"FROM ENDS C I� co C B.FOR WOOD APPLICATION USE#14 X 2-3/4"WOOD SCREW AT v - 24"O.C.AND 6"FROM ENDS. Z G Q FOUNDATION DESIGN C.FOR ALUMINUM APPLICATION USE#10 X 1-1/2"SMS OR TEK < J O FOOTING SIZE EXISTING CONCRETE SLAB.NO ADDITIONAL FOOTING SCREW AT 24"O.C.AND 6"FROM ENDS LLI - OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED D.WHERE 1"X2"INSTALLED THROUGHOUT AN"OPEN VIEW' CC CONSTRUCTION IF A MINIMUM 4"CONCRETE SLAB IS PROVIDED IN SPACING SHALL BE REDUCED TO 18"O.C.AND 6"FROM ENDS G = SOUND CONDITION,FREE FROM STRUCTURAL CRACKING,SPALLING D Q &OTHER DETERIORATION. - 0 MASONRY SPECIFICATIONS r I- N 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD O (D O C9 SPECIFICATIONS HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ti THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT: ON TYPE M OR S MORTAR. -I 1.WHERE CONCRETE SPECIFICATIONS ARE REQUIRED,WHETHER IN 2.ALL MORTAR SHALL BE TYPE M OR S. LL p THE SCREEN ENCLOSURE SCOPE OF NOT,BY ONE OR MORE 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE N REGULATORY AGENCY,THE FOLLOWING SPECIFICATIONS ARE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". APPLICABLE: 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING a.CONCRETE SHALL CONFORM TO ASTM C94 FOR THE REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN Z FOLLOWING COMPONENTS: HEIGHT. I. PORTLAND CEMENT TYPE 1 -ASTM C 150 H ii AGGREGATES-LARGE AGGREGATE 3/4 MAX.-ASTM C 33 () iii.AIR ENTRAINING+/-1 %-ASTM C 260 MISCELLANEOUS IIJ iv.WATER REDUCING AGENT-ASTM C 494 1.SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL v.CLEAN PORTABLE WATER COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC 0 vi.OTHER ADMIXTURES NOT PERMITTED R45O1.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. 0' b.METAL ACCESSORIES SHALL CONFORM TO: 2.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A a- I.REINFORCING BARS-ASTM A615,GRADE 60 MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME. ii.WELDED WIRE FABRIC-ASTM A185 IF THE EXISTING STRUCTURE IS ONE OF THESE,A SEPERATE 4TH c.CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO OR MORE THAN 5".WATER ADDED AFTER BATCHING IS NOT ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. PERMITTED. 3.DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN d.PREPARE&PLACE CONCRETE PER AMERICAN CONCRETE THE FIELD. INSTITUTE MANUAL OF STANDARD PRACTICE,PART 1,2,&3 4.WHERE PAVERS ARE UNDER ALUMINUM MEMBERS,CONTRACTOR INCLUDING HOT WHEATHER RECOMMENDATIONS. SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI G e.MOIST CURE OR POLYETHYLENE CURING PERMITTED. GROUT WITH BONDING AGENT. ALL WORK SHALL.G�� SLY IYH � ��{LIB f.PRIOR TO PLACING CONCRETE,TREAT THE ENTIRE SUBSURFACE 5.INTEGRITY OF EXISTING/HOST STRUCTURE SHALL NOT BE CODES FLORIDA BUILDING CODE, ARE FOR TERMITES IN COMPLIANCE WITH THE FBC. COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED NATIONAL COLECTRIC E, z g.CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR STRUCTURE. AND THE CITY OF ELECTRIC CO RHILLS U J BARRIER. 6.ALL 2X4&GREATER ARE TO BE 2 x 4 SMB:2"x4"xO.O44"xO.1OO" 2.WHEN PAVERS ARE UNDER ALUMINUM MEMBERS,CONTRACTOR UNLESS OTHERWISE INDICATED. ORDINANCES SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI < GROUT WITH BONDING AGENT (� 3.WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT RESPONSIBILITIES U L '+ 6 2020 z Z J DRILL&EPDXY#5X8"REBAR INTO EX.FOUNDATION WITH 1"MIN. 1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED REVIEW DATE HOLE,EMBED 4"MIN W/NON-SHRINKING SIMPSON EPDXY-TIE CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CITY OF ZEPHYRHlLL C� z (OR EQUAL)48"O.C.TYP.ALL LOCATIONS CODES,LOCAL ORDANANCES,AND THE ENGINEER SHALL ww Q 4.WHEN APPLICABLE FOR NEW FOOTER TO EXISTING,DRILL& BE NOTIFIED OF ANY DISCREPANCIES. PLAN EXAMINER o w } EPDXY NEW STEEL INTO EX.FOUNDATION WITH 1"MIN.HOLE, 2.FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, O m o Z EMBED 6"MIN W/NON-SHRINKING SIMPSON EPDXY-TIE THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION v ¢ U a (OR EQUAL)TYP.ALL LOCATIONS HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH < 0 w < NW 5.MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH NOTED. THE ATTACHED DETAILS. z 0 3.FOR"PICTURE WINDOW"MODIFICATION TO EXISTING SCREEN v a ENCLOSURES,ALL OTHER"EXISTING SCREEN ENCLOSURE" DESIGN DATE: 06/25/2020 FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED IN THESE DETAILS.CONTRACTOR IS TO VERIFY&ASSURE REVISION 1: DATE EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND. REVISION 2: DATE PAGE: DRAWN BY: KT /I) SCALE: NTS \\\\\\ 1IIIIIII' THESE PLANS WERE PREPARED BASED ON THE PREMISE THAT THE EXISTING STRUCTURE �A. WAS DESIGNED BY A PROPERLY LICENSED PROFESSIONAL ENGINEER OF THE STATE OF �2�j �Y/�7, co FLORIDA,WAS PERMITTED BY THE APPROPRIATE PERMITTING AGENCY,WAS `C a•• �j C� CONSTRUCTED BY A FLORIDA LICENSED CONTRACTOR AT THE TIME OF CONSTRUCTION, Q�v'4 (y LL Q-° W HAS NOT BEEN SUBJECT TO DAMAGE BY A MAJOR EVENT,AND HAS BEEN CERTIFIED co O O BY THE CONTRACTOR THAT THE EXISTING STRUCTURE CURRENTLY SHOWS NO DEVIATIONS :Z O W �'a; Q 0 OR DEFECTS FROM THE STATE OF THE STRUCTURE AS PERMITTED BY THE FINAL INSPECTION -0 V Q Z= N r4 OF THE PERMITTING AGENCY,ALSO,THE OWNER AND ALL PARTIES CONCERNED WILL z j •a N INDEMNIFY FLORIDA ENGINEERING LLC FROM ANY DAMAGES OR CHANGES TO THE s-... t1 ) 3 EXISTING STRUCTURE AS A RESULT OF ANY MODIFICATION OR FOR ANY OTHER REASON. V� V O HOUSE HOUSE ''� !III VIII\I��� U Q . . .. ... J o ,rHM DOOR Z Z < E Q U U ci 5 LLJOOrn N C14 X Z r N 2X4 r M c DOOR cue / j 2X2 W Q_ 1 / � Q � 2X3 U 108 r N 4X4X.125 2X3 2X3 O 0 0 27'-0" J ti e� F 2X5 2X9 2X5 O O � G,P� Ch M M M o M N N U 2X5 2X9 2X5 / _________ IL DOOR / _ _ 4X4 2X10 ]_N 4X4 8-9" _3 6�� r� 6-9" 55-4� �� 3'-6" H 8'-9" U If � _� � � - if � � 37'-8" H Q J LL p ZJ U p � c 2X10 X o d F NO�P^'M GPI X 9 0 w Q o N 00 P P �v+ V U IZ 1X2 I DESIGN DATE: 06/25/2020 L REVISION 1: DATE REVISION 2: DATE PAGE: DRAWN BY: KT SCALE: NTS \\\\\111111111, 3"X.045 X 2'LEGS REC.CHANNEL \GjO" '' 4# � •���/�� ATTACH 1"X 2.OB 10X3/4"SMS REC.CHAN.TO TOP CAP i ,/ 4#10 X 3/4"SMS REC.CHAN.TO BEAM E/S U TO POST WITH TABLE D 2#10X2"S _ ro NO 0 � (2)#10x3'SMS INTO SCREW Z SCREW REQUIREMENTS BOSSES FOR EDGE MEMBER\ COLUMN 2X4 2X5 6 7 co O 2 X 7 77 77 0 *HORIZONTAL OR SLOPE o 2 X 8 9 9 o EDGE MEMBER ° 00 AEXTERNAL /� � 2X9 10 9 o 1 ° RECEI O VING CHANNELw/4 #0x.75 �/ 0\\\�� W 2X5 2X5 6 6 o f OR PURLIN 0 INTO GIRT OR PURLIN&(2)#14x.75" ///1//1111 1 1 1 1\\\\\\\ U Q 2 X 6 7 7 1 1 INTO BEAM OR UPRIGHT 0.062 ANGLE 2X8 8 9 8 ° = CLIPS MAYBE USED 9 2 X 9 10 1 1 ( 1 2 X 6 2 X 6 7 7 1 ° �BEIMER PLAN (2)#10x2" 1 tJ (v 00 2 X 7 8 8 1 INTO BEAM 1 EDGE MEMBER --------------- O L(7 no 2 X 9 90 9 0 OR PURLIN PURLIN MEMBER C 1 10 DENOTES SCREW BEAM i BRACE 2 X 7 2 X 8 8 9 0 1 PATTERN-NOT 0.0625"6063 T6 FLAT PLATE I M Lu 2 X 9 1 NUMBER OF SCREWS -_________ I 7 2X10 11 0 < U 10 w/(8)#10x3/4"SMS,MIN.1!2" I 1 L SEE"SCREW REQUIREMENTS" INSTALL BRACE I EDGE DISTANCE,PLATE MAY BE I 1 (4)#10x2"SMS INTO Z Q O FOR NUMBER OF SCREWS, TO CORNER FASTENED INTERNALLY TO BRACE i SCREW BOSSES SCREW EDGE C TO C U EDGE DISTANCE AND C.TO C. I I SIZE DISTANCE SPACING SPACING UPRIGHT,BEAM-SNAP, O O 1 1 1#10 PURLIN SELF MATING,OR HOLLOW 1 1 I 1 O OO � COLUMN PER PLANS I 1 z m N DETAIL E-UPRIGHT TO BEAM CONNECTION SCALE:NTS DETAIL"D"-ROOF BRACING CONNECTION DETAIL"C"-GIRT OR PURLIN TO BEAM -- I- - '� DETAIL SCALE:NTS OR POST DETAIL SCALE:NTS Z G O TABLE"B"SECONDARY ANGLE SCHEDULE 0 I- U NOTE:IF PAVERS ARE /y PRESENT,CONCRETE UPRIGHT QTY.TAPCON/SCREW `ALL MEMBERS PER PLAN 2"x2"x.063"-DIM.TO MATCH PURLIN 0 co NO ANCHORS SHALL PURLIN 2X3 0 *MEMBERS VARY PER PLAN SIZE RECEIVING CHANNEL PENETRATE INTO (2)#12 SMS INTERNAL TO EAVE O O (Q FOOTING 2-1/4"MIN. 2X4 1/2 _________ _ ____________------------------------- --ir- --------- RAIL(3)#12 EACH SIDE INTO PURLIN r ti (TMP> 2X5 1/2 LL O NOTE:WHEN FASTENING 2X6 2/4 TOo N LA WOOD USE 1/4LIE OF 2X7 2/4 FASTEN TOP OF HEADER TO INTERSECTING 0 LAG SCREW IN LIEU OF n u MEMBER w/(2)#10 SMS w!1" CONC.ANCHORS AND 2X8 3/6 ENSURE PENETRATION a PENETRATION INTO SCREW BOSS OF EAVE RAIL-SEE PLANO MIN 2-1/4"INTO 2X9 3/6 II a MEMBER-TYP.BOTH SIDES 11 11 I° Z STRUCTURAL FRAMING 2X10 4/8 1x2 OPEN BACK ✓ BENEATH(TYP.) EXTRUSION UPRIGHT U I I 11 I1 DOOR JAMB\ 0 11 1 W SELF-MATING OR PER PLAN \ 1/8"x2"x2"x ANGLE I SNAP SECTION TYP. ii ii ... (2)#10x2"SMS THRU 1x2 INTO 5032 H-32 ANGLE Ij PER PLAN ii ii ii ii EAVE RAIL EACH SIDE OF COLUMN O O== \\ 2-#12 SMS INTO COLUMN 1"x2"O.B.BASE PLATE-TYP. ii ° ii ii CL 1/4"MASONRY ANCHOR EACH 0 01 n ANGLE-EACH SIDE COL. I 0 1 2-1/4"MIN.CONC. ---- ANCHOR EMBEDMENT ii FASTEN HEADER w!(2)#10x3" ii ii 11 11 INTO SCREW BOSS OF HEADER 2"M .WHEN GREATER nr - THAN 2x4 UPRIGHT IS USED DETAIL"G"-SLOPED PURLIN 11 11 II II SEE TABLE"B"SECONDARY ii iiN CONNECTION SCALE:NTS ANGLE SCHEDULE ii ii ALTERNATE HEADER CONNECTION 11 11 WHEN Z-BAR IS USED-FASTEN 11 Il Z-BAR TO COL/HEADER AT EACH II 11 CORNER AND 18"O/C II 11 1 1/2"x 1/16"PLATE 3000 PSI CONC.SLAB/FTG. (12)#12x1"SMS (TOP OR BOTTOM) 6x6-10x10 SIDE VIEW @ 1"SPACING Z WWM OR FIBERMESH ALTERNATE BASE PLATE CONNECTION ii ii 2"x2"EDGE BEAM %- ~ ATTACH MEMBER TO BASE PLATE ii ii U J (INTERNAL)w/(2)#10x2"SMS n n — ' Q J 1/4"MASONRY ANCHOR ii o PURV\N Ix LL AT EACH ANGLE 2—#125M5 ii ii (2)#10x3"SMS - Z ATTACH BASE PLATE TO MEMBER p p 1 II a INTO SCREW BOSSES Z J 1 1 I Il w/(2) •#10x3"SMS INTO SCREW 11 11 -- Q 1 1 1/4"TAPCON XL(RED HEAD MFG.OR EQUAL) Il BOSS OF BASE PLATE ii ii CONNECTING EAM TO EDGE (`) Q J 1 2 @ 1x2 BASE 11 Il 11 11 BEAM TO PURLIN 2 @ SLAB(BEYOND) ii ii 1"x2"FASTENED TO COLUMN 0 O 2 w/(2)#10x1-1/2"SMS INTO - W Q (Y __ SCREW BOSSES FOR SMB 0 LLI 1 OR SNAP COLUMN O m p U c H c Q I I 1"x2"BASE PLATE ANCHORED U N U -ETO CONC w/1/4"MASONRY 1"x2"SNAP O U A AX EA H IDE a w cD N NCHOR 6"M C S OFPOST 24"O.C.MAX Z AND O CCOLUMN AS RE 'D.NOTCH Q C O IL PER PLAN COLUMN I Ia U O 3000 PSI CONC.SLAB/FTG. DESIGN DATE: 06/25/2020 6x6-10x10 FRONT VIEW 1/4"TAPCON(RED HEAD MFG.OR EQUAL)WITHIN 6"OF COLUMN WWM OR FIBERMESH &24"O.C.MAX.1-1/4"PENETRATION INTO UNDERLYING FOOTING REVISION 1: DATE ALTERNATE DETAIL"G" SLOPED REVISION 2: DATE DETAIL"B"-2"x4"OR LARGER SELF MATING PURLIN CONNECTION SCALE:NTS PAGE. UPRIGHT TO DECK DETAILS ALE'NT DETAIL"F"-DOOR JAMB&HEADER /1 CONNECTION SCALE:NTS DRAWN BY: KT `{J SCALE: NTS STRAP EACH BEAM RAFTERIFRUSS \ Jl AA SECURE WITH 2#10 X 3"SCREWS TAIL @ 24"O/C THROUGH STRAP INTO FASCIA _Z:co O O J a o Z r LU C 050"GUTTER STIFFNER =0 ;W N 1X20.6.O EA 2X2 BM _ OPTIO 2)#10 X 3"LAG SCRE S @ EACH RAFTER FASTEN TO FASIA w(2) _ #12x2"WOOD SCREW y'j Z w (�� N mox2'sMs�12^ FASTEN TO GUTTERw(2) BEAM PER PLAN o o #12 SMS t� CO ui 2"X2"BEAM X. NGLE OO (4)#10X3/4"INTO B o O OASCIA AND SUB-FASCIA °/&w WHEN BEAM&PURLIN /l111 1 1 1 1 1 1 1 IIII O (2)#10 X 3"SCREWS HIT TE CORNER- THROUGH ANGLE FASTEN OUTSIDE OF AND INTO GUTTER BEAM&PURLIN _ EACH SIDE SUPER GUTTER G(4)#12 SMS EACH LEG J o SEE"SCREW REQUIREMENT" FOR BEAM SIZE J O OR n fl / U M ~ 4"X2"X.093ANGLE Lu (6)#10 X 3/4 INTO BEAM O O E (6)#10X3/4 INTO GUTTER o O 0 0 7 Q W U OO L) U z o FASTEN INSIDE CORNER n/ (BEAM TO PURLIN) U O w/1/8"x2"x2"ANGLE W1 0 w/(2)#12 SMS J O) SIDE VIEW INTO EA.MEMBER W < LL LC) •L GIRT "ALTERNATELY SEE PAGE 5 (BEAM&PURLIN) (9)#10x2"SMS 7 L L 1/8"PLATE ON 45°ANGLE `t• #10 SMS WITHIN 6" OR 1/8"x2"x2"ANGLE w/(4) ° - O OF BEAM LJ &24"O.C. FASTEN GUTTER TO INT SMS INO EACH Z DETAIL"M"BEAM&PURLIN TO GUTTER ° ° ° ° z FASCIA w!#14x2" CONNECTION SCALE:NTS INTERSECTITNG MEMBER W Q J WOOD SCREW 18"O.C. ° N �4- (2)#12 SMS o Q < ° EYEBOLT FOR ° o / CABLE TENSION I- U PERIMETER LL r N 2x2x1/8"ANGLE (2)#14x2" (2)#14 WOOD SCREWS FRAMING 1/8"STAINLESS STEEL O / EA.SIDE OF BEAM WOOD SCREW (2)#12 SMS INTO FASCIA 18"O.C. / BRAIDED CABLE T- O CO ti w/(2)#12 SMS 0- EACH LEG EACH SID LL O ii Li - FASCIA(2"x6"MIN.EXISTING) 2x2x1/8"ANGLE w/(2) GIRT N #12 SMS EA.LEG DETAIL"I-2"CABLE CONNECTION STRUCTURAL AT CORNER SCALE:NTS O GUTTER �o 00 TOP VIEW "ALTERNATELY SEE PAGE 5 SMB o Ij I- 0 DETAIL"H" o o GIRT LV SCALE:NTS o4J 4 O 1/8"STAINLESS STEEL 3000 PSI CONC. 1/8"x2"x4"STRAP 40°MIN. BRAIDED CABLE 6x6-10x10 (2)#12 SMS INTO BEA WW STRUCTURAL GUTTER 60°MAX. M OR FIBERMESH SEE SPLICE SECTION (2)#12 SMS INTO GUTTER SIDE VIEW (2)GUTTER BRACES / s0 u0 EACH w/(2)#12 SMS INTO GUTTER&(2)#14 WOOD SCREWS INTO FASCIA nIMiN) 1/8"x2"x4"STRAP GIRT (2)#12 SMS INTO BEAM GIRT (2)GUTTER BRACES ( (2)#12 SMS INTO GUTTER EACH w/(2)#12 SMS 4"MIN.SLAB FASCIA INTO GUTTER& 2)#14 w/FOOTING CO C. x 3"EMBED(TA CON OR E ANCHOR z WOOD SCREWS INTO FASCIA (TAPCON OR EQUAL) Z � u2 L2 2x2x1/8"ANGLE w/(2) ° 3/16"-5052-H32 GUSSET #12 SMS EA.LEG o 3000 PSI CONC. C) J INTERNAL OR EXTERNAL 6x6-10x10 40°MIN. WWM OR FIBERMESH Q J 60°MAX. LY LL NOTES: (2)#12 SMS 1.SPLICE DETAIL SHOWN MAYBE ROTATED 0 Z J MANSARD APPLICATIONS. FASTENER SPLICE MIN.SCREWS/ SMB O O J 2.MAINTAIN MIN.1/2"FROM SPLICE PLATE SCHEDULE SECTION EA.HALL OF EA. o o CD PERIMETER TO CENTER LINE OF SCREWS. SIDE OF O` W 3.ALL SPLICE MATERIALS ARE ALUMINUM O >Q ALLOY BEAM SIZE SPLICE PLATE 1/8 x2 STRAP m O W > } 6005T-5 (SMB) #10 #12 #14 (2)#12 SMS INTO BEAM GIRT F- Q U _ 4.SPACE ALL SCREWS(3/4"MIN.LENGTHN) 2 X 4 2 X 4 X 14" 16 14 12 (2)#12 SMS INTO GUTTER STRUCTURAL GUTTER 4"MIN.SLAB U cy N EQUALLY AROUND PERIMETER 2X5 2 X 5 X 16" 18 16 14 w/FOOTING 5x)5, ALUM.2 1RAP " O W Q N A2 LCD LU (STAGGERED IF NECESSARY) 2 X 6 2 X 6 X 18" 20 18 16 TOP VIEW MASONRY ANCHOR Z 0 5.SPACE#14 @ 1"MIN.#12 @3/4"MIN AND 2 X 7 2 X 7 X 20" 24 20 18 K #10#5/8"MIN 2X8 2 X 8 X 22" 28 24 20 (TAPCON OR EQUAL) O O 6.CUT TOP OF SMB TO FIT TIGHT ALONG 2 X 9 2 X 9 X 24" 34 26 22 VERT JOINT. 2 X 9 X.310 2 X 10 X 26" 42 32 24 7.DRAWING ARE N.T.S. DETAIL "L" CORNER CONNECTION DETAIL"I-1"CABLE CONNECTION DESIGN DATE: 06/25/2020 2X10 2X10X26" 52 40 28 SCALE: NTS AT FOUNDATION SCALE:NTS REVISION 1: DATE REVISION 2: DATE PAGE: DETAIL"K"GUSSET CONNECTION DRAWN BY: KT SCALE:NTS SCALE: NTS \\�\\IIIIIIIIIII//� vyJ / O 10 I _ ° (3)1/4"DIA.MACHINE BOLTS co O O � d1 0 0 2"x2"FASTENED TO CARRIER w/3/4"DIA,WASHERS THRU - W C) { Q= o 0 BEAM w/(2)#10x1-1/2"SMS INTO CARRIER BEAM&POST POST ,II ( U Q SCREW BOSSES EACH END 2"x2"x0.062" 0 0 v RECEIVING CHANNEL N BEAM PER PLAN 0 BEAM PER PLAN ;y°•°> z 0 CARRIER BEA -__---� ��•• •° v O 0 (3)1/4" ROOF BEAM _ ___________ DIA.MACHINE BOLTS (S LOPED OR FLAT) NOTE USE SIMILAR DETAIL ---- -----------��--'--- l I I I I w/3/4"DIA,WASHERS THRU FOR NOTCHED UPRIGHT BOLTS w/3/4"DIA, CARRIER BEAM&POST CONNECTIONTO CARRIER WASHERS THRU CARRIER BEAM TOP VIEW BEAM&POST UoN 1"x2"MEMBER 1 v� CARRIER BEAM J O c) FRONT VIEW FOR SCREENING ,l (5)#12x3/4"SMS M `' (TYP.EACH SIDE) II f n 7� ('� (2)ROWS OF(5) CARRIER BEAM O L < E U #10x1-1/2"SMS @ 24" O O Q#12x3/4"SMS (3)1/4"DIA.MACHINE O.C.MAX CONNECTING - 0 U [ _i POST NOTCH'D TO RECEIVE BEAM O BOLTS w/3/4"DIA. TO 1"x2"CARRIER BEA I FASTENED W/#14x3 QUANITY=BEAM SIZE WASHERS THRU CARRIER (EXAMPLE:FOR 2X8 C.B.USE(8)#14 SCREWS) NOTE:FOR DOUBLE OR TRIBLE CARRIERBEAM,OUTSIDE WEBS SHALL OVERLAP BEAM&POST UJ 0 #10x11/2"SMS @ 24" 4x4 POST OR NOTCH POST AS ABOVE li O.C.MAX CONNECTING III W Q LL Lo C FOR 6x6 POST.ALL CASES,CONNECT TO 1"x2"POST USING MACHINE BOLTS DECRIBED ABOVE. LJ_(3)1/4"DIA.MACHINE BOLTS II 1/8"ANGLE w/(3)#12x3/4"INTO COLUMN& w/3/4"DIA,WASHERS THRU POST , LLJ (3)#12x3/4"INTO BEAM EA.SIDE TYP. CARRIER BEAM&POST III _ M C ALTERNATELY USE: - 7------ 7 - o o / •� MAIN BEAM TO CARRIER BEAM CONNECTION DETAIL 1/8"X2"X2"XSURFACE LENGTH ANGLE L w/#14x3/4"QUANITY=BEAM SIZE < J 0 lo O SCALE:N.T.S. (FOR 2X8 BEAM USE(8)#14 SCREWS) FRONT VIEW W _ a) CORNER CARRIER BEAM CONNECTION DETAIL Q Q SCALE: N.T.S. O < = SIDE VIEW - F- U CARRIER BEAM TO POST CONNECTION DETAIL ~ SCALE:N.T.S. O (4)3/8"x4"TAPCON THRU J O N- (2)3/8"DIA.X 4"LDT BOTTOM LEG OF ANGLE EACH SIDE INTO CONC. LL ® J Z O O SEE MFG.FOR ANCHOR 3-3/4"FROM EDGE3-3/4"FROM EDG 1"SPACING/SETBACK OF SLAB(TYP 3-3/4"FROM EDGE U O REQUIREMENTS OF SLAB(TYP.) OF SLAB(TYP.) LLI TOP VIEW TOP VIEW TOP VIEW � (3)#12 X 3/4"THROUGH a_ A/ 4 ANGLE INTO POST TYP. 1/8"ANGLE w/(3)#12x3/4"INTO COLUMN& EACH SIDE 4"x4"POST (1)3/8"x5"TAPCON(OR EQUAL)INTO CONCRETE 4"x4"POST (3)#12 X 3/4" f (SEE PAGE-2 THROUGH POST FOR SIZE) (2)ANGLES PER SIDE EA.SIDE TYP. (SEE PAGE-2 INTO ANGLE TYP. 1/8"x2"x2"x33/4" (2)3/8"DIA.X 4"LDT FOR SIZE) EACH SIDE (LENGTH)ANGLE EACH SIDE 2"x4"x0.125 ANGLE (4)3/8"x4"TAPCON (INTERNAL) THRU BOTTOM LEG OF ANGLE INTO CO 0 d d Q p Ilnn z F- d 3000 PSI CONC. 3000 PSI CONC. () J SLAB/FTG. SLAB/FTG. FRONT VIEW 6x6-10x10 W sxs-1ox10 w �� Q J OR FIBERMESH ° OR FIBERMESH Q' LL FRONT VIEW FRONT VIEW ! Z F— cf) 4"x4"POST CONNECTION DETAIL O Z J SCALE:NTS 4"x4" POST CONNECTION DETAIL 4"x4" POST CONNECTION DETAIL v .. 0 SCALE: N.T.S. (INTERNAL BASE) SCALE: N.T.S. C/) Q m o Lug } a- o O U � LULu NOTES: -- a. o Q CO N 1. 3x3 POST TO HAVE 3/8"RED HEAD-TRUBOLT WEDGE ANCHORS(STAINLESS STEEL,PROVIDE MINIMUM 2"FROM EDGE OF SLAB AND PROVIDE MINIMUM O 2"SPACING TO ANY OTHER CONNECTOR.SEE MFG.NOTES FOR INSTALLATION REQUIREMENTS.THREADED ROD REQUIRES 3"MINIMUM EDGE DISTANCE. O a 2. 4x4 POST TO HAVE 1/2"RED HEAD-TRUBOLT WEDGE ANCHORS(STAINLESS STEEL,PROVIDE MINIMUM 3-3/4"FROM EDGE OF SLAB AND PROVIDEBMINIMUM DESIGN DATE: 06/25/2020 3-3/4"SPACING TO ANY OTHER CONNECTOR. SEE MFG.NOTES FOR INSTALLATION REQUIREMENTS. REVISION 1: DATE 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 REVISION 2: DATE PAGE: 2-1/2"SPECIFICATIONS SHALL BE REQUIRED.PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION. DRAWN BY: KT G 4.WHERE RETURN WINDOW BEAM MEETS MASONRY WALL USE 1/8"U-CHANNEL W/(3)2-1/4"TAPCONS INTO WALL AND#12 x 3/4"INTO BEAM E/S QUANITY=BEAM SIZE 5 SCALE: NTS Page is too large to OCR.