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HomeMy WebLinkAbout2407 S Sanford Ave (2)nSCIEONIE� u u FED 0 211e CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: L��--7/6,, Documented Construction Value: $ 7 �— Job Address: 0407 S SG��trCi, r� Historic District: Yes ❑ No LJ Parcel ID: V-19 - 31-4/7- CIMO - GOSG Residential Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: Aril `—CAC „! Z, S &d) 15)Yk.m r�.�lt,—�1�T/VGt_ ,,1&LC_4LJarK rfi-}k- 4Caf Plan Review Contact Person: 1 e..Title:- Phone: 4617 697 S //U Fax: /V�i9 Email: W90, AIlSfGr�r otrr/ �'iond 4n�a. /• Cc rl Q— Property Owner Information Name S/ rf- QrY#Y LLC_ M ct e/ Phone: 3W& 473 4797 Street: 4360 Q &ke Nhre 96A166-32t Resident of property? City, State Zip: &1e"f M0 y , Fc- �Z746 Contractor Information Name 4t 5/nr-/40-^* G.c) 4e Aw* &J- ('.e.44rI PC, LG— Phone: 467 �997 S//b Street: 370S 5t'1"••A►0/ 6r -F4A. Ge!;I e�.r�.:�.✓,� City, State Zip: U' f tr_�-j FC 3Z8f/Z State License No.: Architect/Engineer Information Name: /I//.4 Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: 1 Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and.that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of pen -nit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current 1CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be d='ancpplicable laws regulating construction nd zoning. i L Signatureofowne Date Signawr�ofContracto ent Date f Print Owner/Agent's Name 1?tj�t Coxtractor/Ag4's Name AA // f Signature of Notary -State of Florida Date LISA ANTONINI Notary Public - State of Florida My Comm. Expires May 21, 2018 Commission # FF 125242 /ff Owner/Agent is Personally Known to Me or C h yp�o Me or Produced ID Type of ID Produced ID P/ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas[] Roof ❑ Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ APPROVALS: ZONING: ENGINEERING: COMMENTS: # of Heads UTILITIES: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 2407 Sanford Ave, Sanford, FL 32771 HVAC CONTRACT THIS HVAC CONTRACT(hereinafter referred to as the "Contract") is made on by and between ALL STAR HEATING AND COOLING OF CENTRAL FLORIDA, LLC of 3705 Seminole Drive, Orlando, FL 32812 (hereinafter referred to as the "Contractor"), and SHORT STREET INVESTMENTS, LLC, 4300 W Lake Mary Blvd, Suite 1010 #308, Lake Mary, F132746 (Owner/Owner agent/Managing member, hereinafter referred to as the "Client") (386) 473-4797, mikeCa-Dwebuyorlandohome.com WHEREAS, Contractor is engaged in the business of providing HVAC services to individuals and companies; and WHEREAS, Client desires to hire the Contractor under the terms and conditions specified herein; NOW, THEREFORE, in consideration of the mutual covenants contained in this Contract, and other good and valuable consideration, the parties agree as follows: 1. DESCRIPTION OF WORK Contractor will furnish all labor and materials for HVAC work at the Client's job site at 2407 Sanford Ave, Sanford, FL 32771 as requested by Client. Contractor shall furnish the following HVAC services for Client: Mechanical permit as per local ordinance, supply and install new supply duct system, install new supply boots and grills, strap and seal all connections. Install Ix Goodman 2.5 ton 14 SEER AC system, with 10kW aux heater, run new copper lineset, install new sheetmetal line cover as needed, run new drain, run new low voltage lines as needed, install new primary float switch, install new ac pad/anchor kit as needed, install new digital programmable, start system, test operation, balance charge, register equipment for 10 year parts warranty, 1 year labor warranty. Contractor is not responsible for any drywall, concrete or roof penetrations, cutting, patching, painting, flashing, or sealing of any kind for any reason. Contractor not responsible for supplying or fabricating any supplemental steel for any reason. 2. TERM The services specified hereunder shall begin at Client's request and/or Contractor's earliest availability and shall take approximately 2-10 DAYS per phase of job to complete, or unless otherwise described in this contract or in text or email correspondence 3. PAYMENT Client will pay the Contractor as follows: In full, upon job phase completion, or as otherwise described herein or in email correspondence. All invoices are due and payable upon receipt. Any balance or payments that are not received by no later than Thirty (30) days past original due date will be subject to interest at a rate of 3.5% of overdue amount, or $75.00, whichever is greater, per month, thus putting Client in default. If Client defaults, Client will be in breach of contract and the sum of all moneys paid to Contractor, as well as all materials, equipment, plans, permits, and any other job documents will remain in possession of Contractor with no obligation to repay Client, complete project or perform any implied warranty repairs of any kind until past and current payments, including interest, are paid in full. No inspections will be scheduled until payment has been made as agreed. If client cancels job after deposit payment has been made, there will be a 1 LBUTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: L LP f � % I hereby name and appoint: an agent of - to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): >�51 All permits and applications submitted by this contractor. or ❑ The specific permit and application for work located at: (SUMAadm) Expiration Date for This Limited Power of Attorney: License Bolder Name: �— 2 S \� iQ C� 2 State Licem Signature of STATE OF COUNTY( The foregoing instrument was ackni 201 $ , by 4;/,-R to me or o who has produced identification and who did (Qd not) (Notary Set p,Ky EM LaChiusa NOTARY PUBLIC STATE OF FLORIDA Comm# FF214209 Expires 3/26/2019 (Rev. 9106/13) Print or Notary Public - State of Commission No. My Commission Expires: This instrument prepared by and Return to; Ana Sanchez Cipparone & Cipparone,P.A. 1525 International Parkway Suite 1071 Lake Mary, FL 32746 Parcel k31-19-31-517-0000-0050 File No.; T-2017-782 WARRANTY DEED This Warranty Deed Made this da day of January, 2018 by Mary F. Moore, a single woman, hereinafter called the grantor, whose post office address is: 2407 S. Sanford Avenue, Sanford, Florida 32771 To: Short Street Investments LLC, a Florida Limited Liability Company, whose post office address is: 4300 W. Lake Mary Blvd., Suite 1010 #308, Lake Mary, Florida 32746, hereinafter called the grantee, WITNESSETH: That said grantor, for and in consideration of the sum of $55,000.00 Dollars, and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situated in Seminole County, Florida, viz: Lot 5, SOUTH PARK, according to the plat thereof as recorded in Plat Book 3, Page 62, Public Records of Seminole County, Florida. This property is the homestead of the Grantor (s). TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever, and that said land is free of all encumbrances, except taxes accruing subsequent to , reservations, restrictions and easements of record, if any. (The terms "grantor" and "grantee" herein shall be construed to include all genders and singular or plural as the context indicates) (SIGNATURE ON SEPARATE PAGE) IN WITNESS WHEREOF, Grantor has hereunto set grantor's hand and seal the day and year first above written. Signed', Sealed and Delivered in Our Presence: Witness Signature Witness ASand Witness Sig Witness Printed Name - STATE OF: FLORIDA COUNTY OF: SEMINOLE M MaW F. Moore by Ke Pitman, her court appointed guardian pursuant to an order from the Probate Court of Volusia County, Florida, Case No. 2017-10902 PRDL The foregoing instrument was acknowledged before me this i day of January, 2018 by Mary F. Moore by Kelly Pitman, her court appointed guardian pursuant to an order from the Probate Court of Volusia County, Florida, Case No. 2017-10902 PRDL, who is personally known to me or who has produced a valid driver license aj identification. RECORD COPY REVIEWED PA CODE COMPLIANCE Liv/dir lz • I DATE Bed 2 + wrights ft Duct System Summary BeI0e Air Inc. Energycalcs.net 267 Deleon Road, Debary, FL 32713 Phone: 386-775-0908 Fax: 888-262-5406 For: Mike 2407 Sanford Avenue, Sanford, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.60 in H2O 0 in H2O 0.60 in H2O 0.300 / 0.300 in H2O 0.491 in/100ft 1000 cfm 122 ft Job: 2407 Sanford Avenue Date: Dec 28, 2017 By: ENERGYCALCS.NET Cooling 0.60 in H2O 0 in H2O 0.60 in H2O 0.300 / 0.300 in H2O 0.491 in/100ft 1000 cfm �,.. ,5 __ s�,".� 49�BSu 1 Bran h,DetatlTable s��_ ",1 pP Y' _� u ,4 . Name Design (Btuh) Htg (cfm) Clg (cfm) Design FIR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bath h 1169 49 32 0.557 4.0 Ox 0 VIFx 12.7 95.0 stl Bed 1 h 4068 170 126 0.562 x VIFx 16.8 90.0 st1 Bed 2 h 4084 170 118 0.524 x VIFx 19.5 95.0 st1 Bed 3 c 3026 47 116 0.583 6.0 Ox 0 VIFx 13.0 90.0 st1 Kitchen c 4797 140 184 0.553 8.0 Ox 0 VIFx 18.4 90.0 SO Liv/dine-A c 5077 212 212 0.563 x VIFx 16.6 90.0 st1 Liv/dine-B c 5077 212 212 0.491 x VIFx 27.2 95.0 SO . g �� � � eu � �Supplyg�Tlrun.kDetali Tab#e a5 Ell Name Trunk Type Htg (cfm) Clg (cfm) Design FIR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk SO Peak AVF 1000 1000 0.491 716 x VinlFlx a �A °� A �� ao . E - � A� Re ran Bran h {DetaFjj� i ableh Name Grille Size (in) Htg (cfm) Clg (cfm) TEL (ft) Design FIR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Matl Trunk rb2 Ox 0 1000 1000 0 0 0 0 Ox 0 VIFx WNright soft' 2018-Jan-29 13:56:38 ,.., .. ,,9.1-1 Right-Suite®U niversal 2018 18.0.04 RSU19927 Page 1 ...\Downloadsftke 2407Sanford Avenue Rvd (1).rup Calc = MJ8 Front Door faces: W + wright'softo Manual S Compliance Report Belle Air Inc. Energycalcs.net 267 Deleon Road, Debary, FL 32713 Phone: 386-775-0908 Fax: 888-262-5406 For: Mike 2407 Sanford Avenue, Sanford, FL 32771 1 Design Conditions Jobs: 2407 Sanford Avenue Date: Dec 28, 2017 By: ENERGYCALCS.NET Outdoor design DB: 93.0°F Sensible gain: 26133 Btuh Entering coil DB: 76.8°F Outdoor design WB: 76.0°F Latent gain: 2907 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 29040 Btuh Indoor RH: 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: GOODMAN Model: GSX14030+ARUF31 B Actual airflow: 1000 cfm Sensible capacity: 27000 Btuh 103% of load Latent capacity: 3000 Btuh 103% of load Total capacity: 30000 Btuh 103% of load SHR: 90% Design Conditions Outdoor design DB: 38.0°F Heat loss: 23955 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: GOODMAN Model: GSX14030+ARUF31 B Actual airflow: 1000 cfm Output capacity: 30000 Btuh 125% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1000 cfm Output capacity: 7.0 kW 100% of load Temp. rise: 22 °F Meets all requirements of ACCA Manual S. Entering coil DB: 69.3°F Capacity balance: 0 °F Economic balance: 0 °F tPot� �d �i sof 2018-Jan-2913:56:37 Right-Suiteap Universal 2018 18.0.04 RSU19927 Page 1 \Downloads\Mike 2407 Sanford Avenue Rvd (1).rup Calc = MJ8 Front Door faces: W Building Analysis Job: 2407 Sanford Avenue w rightsoft° N 7 Date: Dec 28, 2017 By: ENERGYCALCS.NET Belle Air Inc. nfo�lfkhF , '00 ,y� '4�°" `&""'•ITa``$ a@`�^r+-&3raz,�.e,-Pf, For: Mike 2407 Sanford Avenue, Sanford, FL 32771 Location: Indoor: HeatingCooling Sanford, FL, US Indoor temperature (°F) 70 75 Elevation: 55 ft Design TD (T) 32 18 Latitude: 28°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 27.8 43.5 Dry bulb(T) 38 93 Infiltration: Daily range (T) - 20 ( M ) Method Simplified Wet bulb ('F) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 as M��a _ �__ -., -� - Component Btuh/ft' Btuh % of load Walls 7.9 6963 29.1 Glazing 40.6 5004 20.9 Doors 0 0 0 Ceilings 2.3 2031 8.5 Floors 4.2 3734 15.6 Infiltration 2.7 2554 10.7 Ducts 3668 15.3 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 23955 100.0 Component Btuh/ftz Btuh % of load Walls 5.0 4405 16.9 Glazing 62.6 7714 29.5 Doors 0 0 0 Ceilings 3.8 3363 12.9 Floors 0 0 0 Infiltration 0.8 754 2.9 Ducts 5376 20.6 Ventilation 0 0 Internal gains 4520 17.3 Blower 0 0 Adjustments 0 Total 1 26133 100.0 Latent Cooling Load = 2907 Btuh Overall U-value =0.198 Btuh/ft2-°F Data entries checked. Gaarx Ceilings -Fk 2018-Jan-2913:56:37 -e-, Right -Suite® Universal 2018 18.0.04 RSU19927 Page I \Downloads\Mike 2407 Sanford Avenue Rvd (1).rup Cale = MJ8 Front Door faces: W + w rightsoft- Project Summary Belle Air Inc. Energycalcs.net 267 Deleon Road, Debary, FL 32713 Phone: 386-775-0908 Fax: 888-262-5406 For: Mike 2407 Sanford Avenue, Sanford, FL 32771 Notes: Job: 2407 Sanford Revenue Date: Dec 28, 2017 By: ENERGYCALCS.NET o..r,.�_^'_w �GSl�u*„` w._^1'�1i Weather: Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 32 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 44 gr/lb Beating Summary Structure 20287 Btuh Ducts 3668 Btuh Central vent (0 cfm) 0 Btuh (none) Humidification 0 Btuh Piping 0 Btuh Equipment load 23955 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ft2) 894 894 Volume (fN) 7152 7152 Air changes/hour 0.61 0.32 Equiv. AVF (cfm) 73 38 Beating Equipment Summary Make GOODMAN Trade Model GSX14030 AHRI ref Efficiency 8.5 HSPF Heating input Heating output 30000 Btuh @ 47°F Temperature rise 27 °F Actual air flow 1000 cfm Air flow factor 0.042 cfm/Btuh Static pressure 0.60 in H2O Space thermostat Ca pacity ba lance point= 0 °F Backup: Input = 7 kW, Output = 23952 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 20757 Btuh Ducts 5376 Btuh Central vent (0 cfm) 0 Btuh (none) Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Equipment sensible load 25610 Btuh Latent Cooling Equipment Load Sizing Structure 1926 Btuh Ducts 981 Btuh Central vent (0 cfm) 0 Btuh (none) Equipment latent load 2907 Btuh Equipment Total Load (Sen+Lat) 28517 Btuh Req. total capacity at 0.85 SHR 2.5 ton Cooling Equipment Summary Make GOODMAN Trade Cond GSX14030 Coil ARUF31B AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 14 SEER 25500 Btuh 4500 Btuh, 30000 Btuh 1000 cfm 0.038 cfm/Btuh 0.60 in H2O 0.90 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4YrIgltltsOfft» 2018-Jan-2913:56:38 Right -Suite© Universal 2018 18.0.04 RSU19927 Page 1 ...Townloads\Mike 2407 Sanford Avenue Rvd (1).rup Calc = MJ8 Front Door faces: W BIMR, IN I . L KINIA I WY NA L. I l\j:u® MECHANICAL UNIT STEEL TIE DOWN CLIP CAPACITIES AT GRADE & ROOF -TOP MOUNTED APPLICATIbNS tCEIJTEROFGRAVITYI ASSUMED. TO ACT AT THE GEOMETRIC CENTER OF THE! MECHANICAL UNIT. ! MECHANICAL UNIT MUST BE SQUARE OR RECTANGULAR, I NO IRREGULAR SHAPES HOST STRUCTURE DESIGN BY OTHERS. SEE TIE -DOWN SCHEDULES FOR ALLOWABLE SUBSTRATES NOTE. WOOD MEMBERS MAY NOT BE USED FOR ROOF TOP APPLICATIONS PER FBC 1522. s A'rJL i tC.ENTER OF r GRAVITY..' f � 3" MAX: DOUBLE CLIP OPTION (2) TOTAL CLIP5�h1AY BE USED Al' EACH CORNER (ONE EACH ON OPPOSING CORNER FACES', 3" FROM CORNER APEX, TOTAL OF (8) CLIPS PER UNIT FOR THIS OPTION). EACH CLIP SHALL NOT - EXCEED. 3" MAX OFFSET FROM END OF MECHANICAL UNIT AS 'F AN' -RS CLOSER WEIGHT, L UNIT ATE SON, TYP. SEE DESIGN SCHEDULEFOR. MAXIMUM SURFACE AREA AND DESIGN PRESSURE, TYP, STEEL TIE -DOWN CLIPS. /1 _Z SEE DETAIL 11, 2f4 1N _. ADDITION TO TIE -DOWN SCHEDULE FOR CLIP INFORMATION, TlP. 3" MAX': ., T1'P. �1N 9 ,n���C��OJ�,EI 3 MAX TYP 3" MAX OFFSET DETAILED HEREIN, DO NOT SPACE CONCRETE x.HO ! �^ A T A i THANTHE ALLOWED SPACING LISTED!NTHEIIE-DOWN !' 'MECHANICAL UNIT ANCHORRMATION SCHEDULES SEE. SHEETS 2Fi3 FOR MORE IFFO1 TIE -DOWN IS€7METRIC 1" = 1 0 ISOMETRIC. !FOR CLARITY, THIS ISOMETRIC ONLY SHOWS I' CLIPS THE ISOMETRICIl 4 LAYOUT IS TYPICAL FOR BOTH 1" AND 2" CLIP APPLICATIONS. 2" CLIPS ARE NOT CERTIFIED FOR ANCHORAGE TO CONCREI"E. I_ IE-DOWN CLIP DIRECTIVE EXAMPLE THE FOLLOW NG EXA. KE ILCUSTRATFS TIME PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE WIND PRESSURE FOR ANY GIVEN MECHANICAL.L AMENSION RESTRICTIONS LISTED HEREIN. SEE SHEETS 2&3 FOR TIE=DOWN SCHEDULES.) MECHANICAL UNIT CIZITER_IA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA= 36' TALL. 36DEEP,, 24' WIDE, 150 LB WEIGHT AS VERIFIED BY OTHERS, INSTALLED. TO 3192 KSI. MIN. CONCRETE AT GRADE AS VERIFIED BY OTHERS: THAT CONFORMS 10 CONCLUSION; MAXIMUM ALLOWABLE LATERAL DESIGN PRESSURE= j4DPSFy (COMPARE THIS VALUE TO THE SEPARATE 517E SPF.CIP(C REQUIRED DESIGN W!ND PRESSURE PROVIDED !3Y A.IICFNSED ENl>`INEER OR REGISTERED' ARCHITECT,' NOT INCLUDED IN THIS CER'IIFICAT/ON)' - 1. THIS PRODUCT HAS BEEN DESIGNED. AND SHALL BE FABRICATED IN ACCORDANCE WITH THPREQUIREMENTS OF THE 2010 FLORIDA BUILDING. CoDE, FOR -USE WITHIN AND OUTSIDE THE HIGH VELOCIIY HURRICANE ZONE, 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE. DESIGN OF THIS SYSTEM. 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCE AND DIE SHEETS FROM TEST REPORTS.*TEL 01970307A TEL019703B7B BY TESTING EVALUATION LABORATORIES, INC.. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE PERMITTED. 4, ALLOWABLE DESIGN PRESSURES TO QUALIFY CAPACITY OF CLIPS AS LISTED HEREIN ARE DETERMINED THROUGH TESTING REPORT DATA AND RATIONALLY CHECKED FOR CONSISTENCY WITII EACH TESL' PERFORMED, 5. REQUIRED LATERAL AND/OR UPLIFT DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS. ON SUE -SPECIFIC BASIS IN ACCORDANCE WITH THE. GOVERNING CODE. 6. MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM WEIGHT Or MECHANICAL. UNIT SHALL. CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL. SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC,) SHALL. BE AS PER. MANUFACTURER RECOMMENDATIONS. AND ARC THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 7, FASTENERS TO BE # 12 X ?a" OR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE. TAPCONS REFERRED TO HEREIN SHALL BC ITW BUILDEX' BRAND,. CARBON STEEL ONLY, INSTALLED TO 3192 KSI MIN CONCRETE:, SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS, ALL FASTENERS SHALL HAVE. APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 3, ALL STEEL. CLIPS SHALL. BE ASTM A283 STEEL (GRADE D) WITH. Fy = 33 KSI OR BETTER. ALL STEEL MEMBERS SHALL HE PROIEC'TFD AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION IN ACCORDANCE WITH THE 2010 FBC SECTIONS 2203.2 AND 222D. G90-RATED COATING REQUIRED FOR ALL COASTAL INSTALLATIONS, 9. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION, AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE: 4" MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI,UNLESS NOTED OTHERWISE. 10. ALL WOOD MEMBERS SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE GRADE S2. WITH SPECIFIC GRAVING = 0.55 OR GREATER. DIRECT CONNECTION TO WOOD MEMBERS/SLEEPFRS ISNOTPERMITTED FOR ROOF -TOP APPLICATIONS PER FBC SECT106J 1.522. 11., THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, I.E. ALUMINUM PER. F.B.C. 2003.8.4. 12. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 13, THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND, SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITF DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION. EXCEPF AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTEi:'DE,D. 14, THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NO PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SIl E CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,. A LICENSED ENGINEER OR RCGISTERED ARCHITECT SHALL PREPARE SITC. SPECIFIC DOCUMENTS, FOR. USE, IN. CONJUNCTION WITH THIS DOCUMENT'.. 15. WATER-TICFITNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF TI IE INSTALLING CONTRACTOR. CONTRACTOR SHALL. ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE f 15 RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED CONTRACTOR.. U w hiAXIN!UM SURFACE I f - (i) CLIP AT EACH CORNER (TOTAL OF 4 CLIPS PER UNIT UNIT r------__.:� AREA OF UNITS - I UNIT WIDTH 1 -.r_ .__:__ _ _ -. LARGEST FACE HEIGHT i I TAPCON TO CONCRETE i SHEET METAL f SHEET METAL SCREW ( WOOD SCREW TO TOALUMINUM i TO STEEL WOOD 1 (2) CLIPS AT ERCH CO4MER.LO___I_OF 8 CLIPS PER UNIT) I SI EETh ETAL -' TAPCON TO SHEET METAL WOOD SCREW TO CONCRETE 1 SCREW TO 1 SCREWTOSTEEL I WOOD I... LL. , - .. .... 60"MAX 48MIN �1{:;L y�-.4-//r�u�,-. f�j rA 7f / �r ( iF7`r fF �._._ E _ 30 F7 �%/// �i%-/iffy 33.PSF 33 PSF -->Pt �Fs- r 4 i� li I J j r f> 1 7�� 27 PSF 27 PSF L TIE -GOWN CLIPS SMALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH (3)-J11.2 SAE GRADE.5 SHEET METAL SCREWS. ((5)-SHEET METAL SCREWS REQUIRED FOR LONG CLIPS, SEE DETAIL 1/4.) 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 PAIN. ALUMINUM SHEET WITH Fty=30 KSI, 0.125' MIN. THICKNESS.: 2.2. STEEL HOUSING UNITS SHALL 6E 33KSI. MIN. STEEL, GRADE 33, 22GA MIN. (t=0:0299"). 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY BE EQUIVALENT DUE TO THE LIMITING CAPACITY OF THE 1 CLIP, 4, A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED; FOR. HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE. -SPECIFIC ENGINEERING.. ARIF^HnR RrHFnl11 F- SUBSTRATE. ANCHOR- ' CONCRETE (1j. '/ O CARBON STEEL 1T1J 13UILDEX TAPCON, 1:� FULL EMBED TO CONCRETE 2 MIN (4 THICK MIN 3192KS 1IY.) I EDGE DISTANCE 3" MIN. SPACING TO ANY AWACENT ANCHOR.. ALU tINJh1: (1) 914. SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN (0.125 MIN. THICK 6051 T6 MIN. ALUMINUM)! PAST THREAD PLANE FOR SHEET'METAL SCREW. . STEEL (0 325" MIN; THICK 33 KSI tdlN STEEL) (1)-#14.. SAE GRADE 5 SKEET METAL ETAL SCREW TO STEEL, PROVIDE (5). PINCHES MAN PAST THREAD, PLANE FOR SHEET METAL SCREW SEALED WOOD: (1 )•Jt14 SAE GRADES WOOD SCREW TO WOOD MEMBER, PROVIDE Ih" MIN THREAD (SCIUTIIERN Y[LLOVJ P[N- G=0 55 OR BEFFER)l PENETRATION, 1" MIN. EDGE DISTANCE, 1 MIN, END DISTANCE, ANCHOR SCHEDULE NOES; i EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. TABLE LEGEND: l j DENOTES EXAMPLE VALUE FOR USE WITH COVER. PAGE DIRECTIVE. f/ f -DENOTES VALUES NOT APPROVED FOR USE 2" STEEL_ CLIP TIE DOWN SCHEDULE: AT GRADE INSTALLATIONS: '- T MAXIMUM ALL04JA6LE LATERAL N AND PRESSURE (AI'CHOR TO HO 7 STRUC-URE) _ I. MAXIMUM SURFACE .. I �1) CLIP AT EACH CORhJCR (TOT! I OF 4. C1IF5 PER UNIT) I (2) CUPS AT EACH CORNER (TOTAL OF II CLIPS PER UNITj. AREA OF UtJIT5 UNIT UNIT I - i SHEET EiPL - HEIGHT j WIDTH SHEET fiF1Al 5CREy1�5tIEET METAL SCREW ROOD SCREVJ TO ( SHEET METAL WOOD SCREW TO LARGEST FACE $ CRE6VTO I .TOALUMINUM TO STEEL. WOOD Ord im SCREW TO STEEL I WOOD 48 " MAX 1 24 " MIN 30 FT 60 "MAX III 46 MIN 27 PSF - 27 PSF 27 PSF 53 P! j- 36 FT..;.%/lrir'u.���il„�;/..�..�%!._�4_P_ 1. TIE DOWN CLIPS S`i AIL DE FASTENED TO M C14ANICAL HOUSING UNJT .VITH (3)-.412 SAF GRADE 5 SHEET METAL SCREWS. 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.1., ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN ALUMINUM SHEET WITIi Fly 30 KSI, 0. 125" MI14. THICKNESS. 2.2. STEEL HOUSING UNITS SHALL BE 33KSI FUN. STEEL, GRADE 33, 22GA MIN. (L=9 0299 )'. 3. A MAXIMUM ALLOWABLE VALUE. OF 106 PSF HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR CHOR S ALUMINUM:. 1 (2)-#IQ SAE GRAOE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MTN 125" MIN. THICK, 6061,TG MIN: ALUMINUM), THREAD PLANE FOR. SHEET METAL SCREW. STEEL: (2)S14 SAE GRADE 5 SHEET METAL SCREW TO STEEL,, PROVIDE (5) PINCHES MIN. PAST (0.125" MIN. THICK,. 33 KSI MIN. STEEL) THREAD PLANE FOR SHEET METAL SCREW. SEALED WOOD, 1 1/2" MIN THICKNESS: ( )-w LA SAE GRADE 5 WOOD SCREW TO WOOD MEMBER, PROVIDE 1 FUN 'THREAD DUTHERN YELLOW PINE, G=0.55 OR BEITER)I PENETRATION, 1" MIN. EDGE DISTANCE, I" MIN. END DISTANCE. ANCHOR SCHEOLILE NOTES: 1, EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE:. 2. ENSURE MINIMUM EDGE DISTANCE AS NOT. ED IN ANCHOR SCHEDULE:. TABLELEGEND; , -DENOTES VALUES NOT APPROVED FOR USE - - AXIM__ O—ELCLATERAL WIND PRESSURE (ANCHOR TO HOST STRUCTURE) " M1IAXIMUM SUPFACC ( AREA OF UNITS '' i UNIT UNIT WIDTH _ (it CLIP AT EA_GH OORN_FR ( O7AL OF 4 CI IPS PFR UNIT) _ _ _ _ n- .. (2- CLIPS AT EACH CORNER�TOTAL OF 8 SHEET METAL CLIPS PER UNIT)— I F I LARGEST FACE j HEIGHT SHEET METAL SCREWI SHEET METAL SCREW TAPCON TO CONCRETE � iAPCONTO - SCR W TO St IEET METAL i ( I 70 ALUMINUM 70 STEEL 62 PSF 62 PSF I G2 PSF CONCRETE L 100 PSF i ALUMINUM 100 PSF SCREW TO STEEL t 700 F_ F S fT 9 FT i. ` 8 t1AX �,- 24 MIN f 41 PSF i PSF If 41 P F k' 27I SF 1P 9 PSF - 27 T SF 4 r r� /f ��,/ k/5/ f< // / // <fj �f ✓ F /ttl� f i /� �/ i%// // ffJ/ jt%7 j _ _ 77 PSF .ri PSF `_ 38 PSF 29 PSF j 33 PSF-_ 77 PSF . I PSF 36 PSF 29 F?SF s'- _�_33 PSF �I 77 PSF 51 PSI _ I 38 PSF 29 PSF 33P,SF 12:..F7 i6 FT �_ 20 FT//. 26FT' 30 F7 —i ... ..._..:-_-JJ 36-FT' - " GD ' MAX 48 MIN I<�// 4—_.u�r1"r✓ /���t ���j ! f / /rr ���!'ff ,fill-1 l 11' /�Y,T �"i/it/'/`>/��1���/F/✓/�fl"/�j�F�r' l✓.�uijl. ter/, . c % / / 26 PSF- C/�/rl//!:y%L 26 PSF /l�t�J�/ '�i, i%///�f f1v 26 PSF ����/-l-r/�i �. // �/ 1. IIt-DOWN CLIPS SHALL BL- i'A51ENEU fU NtCHANICAL HUUSIN( UNII 4V1.1M tJ)-AIL SAt UKAUt »I'ItCI —1Mt IAL SCREWS REQUIRED FOR LONG CLIPS, SEE DETAIL 114.) 2, MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: ADDITIONAL A l 1 OIhIA OI C UPLIFT: f1!` C'T-Cj,L:�CLI-I�- ALL ALE ALLOWABLE IJ_ I 1 VA V `J.A P' JU I.J,J, Y- Z.I. ALUMINUM HOUSING UNITS SHALL BE 6063-16 MIN. ALUMINUM SHEET WITH Fty=30 KSI, D,L2S"'MIN. THICKNESS. �R _L 2.21 STEEL HOUSING UNITS SHALL BE 33KSi MIN. STEEL, GRADE 33, 22GA. MIN. (t-•0.0299").. - (DESIGN TABLE ACCOMMODATES MAX 90LB/CLIPAS ADDITIONAL UPLIFT IN 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAYBE EQUIVALENT DUE TO THE LIMITING CAPACITY OF THE v CLIP,. COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL. A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTI LIZFD; FOR HIGHER DEMAND. CAPACITIES CONTACT THIS ENGINEER. FOR SITE -SPECIFIC. FORCES. SEE ASCE. 7-10 SECTION 29.5 FOR MORE INFORMATION.) ENGINEERING. - ANCHOR SCHEDULE: LL AOWABLE UPLIFT PER UNIT IS BASED ON THE NUMBER OF CUPS UTILIZED x 90LB/CLIP SUBSTRATE hNCMOR — ± I EXAMPLE: 4 CLIPS x 90 LS/CLfP =360LB f CONCRETE 1 (i)-'Ja O CARBON STEEL iTW BUl DEX TAPCON 1. FULL EMBED TO CONCRETE I I UPLIFTDEM/INO SHALL BE DETERMINEDALUMINUM I (4" THICK MIN, 3192KSi MIN.) EDGE DISTANCE, 3 MIN SPACING TO ANY ADJACENT ANCHOR I i DIN. ( SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES M )-014 SAE GRADE -THREAD �- (REQUIRED I OP! A 517E SPECIFIC BASIS BYLICENSED EAGINCER OR REGISTERED ARCHITECT NOT INCLUDED IN THTS I (0 125 MIN, THICK 6061-TG MIN. ALUtAIPIUM)I POST PIAIJE FOR SHEET METAL SCREW �. i CERTIFICATION) STEEL: I (1) .14 SAC GRADE 5 SHEET METAL SCREW TO STEEL,PROVIDE (5) PINCHES MIN PAST __------- (0 125 MIN THICK 33 K 1 MIN STEEL) I THREAD PLANE FOR SHEET METAL SCREW L TAB C LEGEND:: - - -- — - - - . _ _ ---- -- 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPUCAELE. -DENOTES VALUES. NOT APPROVED FOR USE 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN.ANCHOR SCHEDULE, 2" STEEL CLIP TIE -DOWN SCHEDULE: ROOF -TOP MOUNTED INSTALLATIONS: j (1) CLIP AT EACH CORNER (2) Cl IPS AT EACH CORNER. i (TOTAL OF 4 CLIPS PER UNIT) (TOTAL OF 8 CLIPS PER UNIT) P•tAXIMUF15URPACE AREA OF UPIi'TS UIJIT UNIT ' ---'_ _. _. _ _ .._ - -•--- SHEET METAL J LARGEST FACE Z%TIT WIDTH SHEET METAL SCREW -SHEET METAL SCREW SHEET METAL SCRE'n TO i, TO ALUMINU;`7 p 'f0 STEEL , � SCREW TO. STEEL 39"Max i 24"MIN 60"MAX 1 46"MIN 1. TIE -DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH (3)-M12. SAE GRADES SHEET METAL SCREWS; 2, MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH. Fry-30 KSI, 0.125" MIN. THICKNESS. 2.2. STEEL HOUSING. UNITS SHALL BE 33KSI MfN" 51"Ef:L, GRADE 33, 22GA MIN. (t=0.0299") 3. .A MAXIMUM ALLOV16BLE VALUE OF. 100 PSF HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT'IMIS ENGINEER FOR SITE -SPECIFIC ENGINEERING: ANCHOR SCHEDULE`. ALUMINUM: (2)- 14 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. (0 1.25" MIN. THICK 6061-T6 MINI ALUMINUM PAST THREAD PLANE FOR SHEET METAL SCREW/ F STEEL. (2) 14 SAE GRADE 5 SHEET METAL SCREW TO STEEL:, PROVIDE () PINCHES PAIN PAS' (0.125 MIN. THICK 33 KSI MIN STFELI ( THREAD PIANO FOR SHEET METAL SCREW I, EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE: 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR 5CHEDULF- /f OTF FOOFtOP:II STA /TIO S SH !L f0 C'RI �'`�. 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ANO 000U!�LFM1'. mE sVEnIIYfh'C 1;iT[GAI7P.5'D lS.OU)SIO[T11E $l0?£DF /IYIS CE ln6TION: THE NUMBER OF CLIPS UTILIZED z 90LB/CLIP EXAMPLE: 4 CLIPS x 90 LB/CLIP =36OL0 (REQUIRED UPLIFT DEMAND SHALL DE DETbll-0INED I: ON A 577E SPECIFIC eA515 BY LICENSED ENGINE R OR REGISTERED ARCHITECT,' AOTIACLUDED 1N THIS j CERTIF[fAT- ----------- - -. -_- TABLE LEGEND:. -DENOTES VALUES NOT APPROVED FOR USE IN FOR ANY CLIP LONGER THAN 10- J E I UTILIZE (5) 932 SAE GRADE 5. i SHEET METAL SCREWS (PROVIDE 2-MIN.. SHEET METAL SCREWS AT � 2 i MECHANICAL UNIT BY OTHERS. ALUMINUM - Y� _ THE TO_P OP THE CLIP) TYP ( I I - HOUSING UNITS SHALL BE 6063-T6 MIN. 0 19' wT �1 ALUMINUM SHEET WITH fty=30 KSI, 0.125" MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE - It - TY j 33KSI. MIN; STEEL, GRADE 33, 22GA MIN \ (3) #12 SAE GRADE 5 SHEET METAL .Q •• p 1 (t=.0.0299 ). SCREWS THROUGH CLIP TO r ',fl F Fi MEC CAL 0 ASTMTA2R3~�U� �ICK\�.... .. Ib . o'- r% (�/ .4 OTHEIRS.IPROVI6E (S)-PINCHESMIN: vrrr�jj`. L \ ..STEEL, TYP. '�^ / S g O i7 .. 0.068 THICK ASTM .. _ �Ovl �ILPcv 1 33 i PAS ' THREAD PLANE FOWEACH 1 w 1 MS TYP: .. - o p � A283 STEEL CLIP T'/P ; U W BASC OF UNIT SHALL / —.ANCHOR. PER ANCHOR SCHEDULE u Q .a w < BE FLUSH WITH BASE / f / 1 3/8" �j Z c M w OF CLIP, NO SPACE I N p •/ �i J\' • PERMITTED, TYP. J // / w W (3)-f112SAE GRADE S SHEET METAL SCREWS I)l (� I y"p HOLE,, WITH (OTHERAT TOP OF SLOT, TYP. ANCHOR. FROM I" r I DIMENSIONS CLIP ANCHOR / SUBSTRATE PER. ANCHOR I IONS r ,_ nl/ SIMILAR 0 75 !` / ) / SCHEDULE (VARIES' �, SCHEDULE, TYP. - i ) lr 134=o37s`��:. po>: 1 TIE DOWN CLIP t) 3 ANCHOR DETAIL. i 1" CLIP I.SO'METRIC DETAIL 4 3"=1'-0" - DETAIL N.T.S: ISOMETRIC - -- '------ I N o 4 CONTACT WITHTHEBASE OF EACH ! Z o ro p u { I MECHANICAL UN[T, TYP i O z •e w a 0.125 MECHANICAL UNIT BY OTHERS. ALUMINUM r z HOUSING WITS SHALL BE 6063 T6 MIN. _ G ALUMINUM SHEET WITH USING K5I, 0.125" MIN• \ 3 12 SAE GRADE 5 SHEET METAL LLJ THICKNESS, STEEL HOUSING UNITS SHALL E ( ) z 0.113" THICK Ii 33KSI MIN. STEEL, GRADE 33, 22GA MIN SCREWS THROUGH CUP TO H = ASTM A283 -� �� (! I K, (t=0.0299-) MECHANICAL HOUSING UNIT BY U STEEL, TYP, L� (I� 1 Y/; 1 OTHERS. PROVIDE (5) PINCHES MIN.CL PAST THREAD PLANE FOR EACH 4 (;'. �JI ! �. I F �!b / SMS,'fYP. 4 (I I 0.113 THICK ASTM f / m A283 STEEL CLIP TYP..t I 1>-- (3)-#12 SAE GRADE. BASE OF UNIT SHALL-, (2) ANCHORS PER ANCHOR -s S SHEET METAL BE FLUSH WITH BASE "< ' I i IJj OF CLIP, NO SPACE /� SCHEDULE. �I ' L�{yF 6 i SCREWS AT TOP OF / j"'- 3 SLOT TYP: PERMITTED, TYP. ,9 I' 1a"0 HOLES NOT TOEti3 l SY BE USED FOR j1 / ANCHORS, TYP. I ' / �l� /� SUBSTRATE. PER ANCHOR SCHEDULE (VARIES) ;; i� ffII �325" 0.75n U �� f `o0 2" TIE -DOWN CLIP �I /ANCHOR DETAIL�. �.� 1,-0" DETAIL 1T BMP 0001 FACTORY MILLED � O HOLES `�., OSp „r % •� ._ _-,-_- -_ scnit rs, Ul UTILIZE ANCHORS FROM 2P \, • ` ,00 •CLIP IS DESIGNED FOR. FULL f. '•_Ace nescntP_rrorv; ~ CLIP ANCHOR SCHEDULE, TYP.\ CONTACT WITH THE BASE OF EACH i MECHANICAL UNIT, TYP:-_ Y �. 2" CLIP ISOMETRIC DETAIL 4 _ N.T.S. ISOMETRIC //I L