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Home My WebLink About146 Rockhill Dr (15-2575)a s cp AUG 12 2015 - CITY OF SANFORD BY; BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 7 Documented Construction Value: $_ ro Job Address: ;/ /, Ro i Historic District: Yes No Parcel ID: 3 9 0 `5 •,o0&o ' 1176 Zoning: Description of Work: _A /.r_ c_ l & fV q 4e-` O Plan Review Contact Person: (6,el 7 "k ) •e.4 Phone:, ' % ' % Fax: 3SLr I6 f!9c!E-mail: Title: Property Owner Information Name ' . Cs 1 Phone:.1i16 7ii Street: / Resident of property? City, State Zip-_56/U D d / Contractor Information Name 1 / l y / /0//G G l Phone: Street: Fax: av ( r City, State Zip: P, yrV -12 76 State License No.: Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: s^ s.v, .. r, rS• s..",..:M_'1Pa. -7stR3.-:tar< r+• c .' < a H • • t: *.,PERMIT INFO RMATION Building Permit-, Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical New Service — No. of AMPS: Mechanical ( Duct layout required for new systems) Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 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. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: lQ161IW0.11ROM COMMENTS: Ao 61 - /:)- -fS Signature of Co for/Agent Date M 14* 4 Z- /V Print Contractor/Agent's Name U A0101., . l 811al ' UTILITIES: FIRE: MARCIYL RODRIGUES Notary Public - State of Florida My Comm. Expires Jun 15, 2016 Commission # EE 185857 Bonded Through National Notary Assn. Contractor/Agent is t/ Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 LIMITED POWER OF ATTORNEY Date: i hereby name and appoint: 18 e !Q (i an agent of Name or Company) 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): 0 All permits and applications submitted by this contractor. 0 The specific permit and gp4Icalioit fop-\vork located at: Street Expiration Date for This Limited Power of Attorney: License Holder Name: MICA. State License Numbe Signature of License STATE OF FLOPMA. COUNTY OF0OW-6-io'.— The 5oregobingm* Itrprnent was ackno wle ed before me this %), day oft s' ` yI C 0-6 T lTc l 1 _ who is n person lly known to me or who has produced as identification and who did (did not) take an oath. c r . Sign ture Notary Seal) t' t l A-P-ct Print or type name MARCIA L RODRIGUES Notary Public - State o1 Florida Notary Public - State ofMyComm. Expires Jun 15, 2016 Commission # EE 185857 Commission NO. Bonded Through National Notary assn. My Commission Expires: Rcv. 1/27/07) i ip! vid .IOP; INr3LE CCdJNTY Ft ORIDA Property Record Card Parcel: 33-19-30-516-0000-1170 Owner: CROFT THOMAS 3 & DIANE H Property Address: 146 ROCKHILL DR SANFORD, FL 32771 Parcel: 33-19-30-516-0000-1170 Property Address: 146 ROCKHILL DR Owner: CROFT THOMAS J & DIANE H Mailing: 146 ROCKHILL DR SANFORD, FL 32771 Subdivision Name: COUNTRY CLUB PARK PH 2 Tax District: Sl-SANFORD Exemptions: 00-HOMESTEAD (2001) DOR Use Code: 01-SINGLE FAMILY k ' R Alt Value Summary k 2015 Working 2014 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 122,389 116,642 — Depreciated EXFT Value 1,465 1,512 Land Value (Market) 28,000 28,000 Land Value Ag Just/Market Value 151,854 146,154 Portability Adj --- Save Our Homes Adj 27,336 22,624 Amendment 1 Adj Assessed Value 124,518 123,530 Tax Amount without SOH: 2014 Tax Bill Amount Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Assessments 2,112.18 1,661.66 450.52 Deltona/DeBary 386) 66847M Daytona 386) 761-8319 LIC # CAC050422 DeLand/Orange City 386)734-9770 Brevard County 321) 723-2040 Sanford Orlando 407) 322-0199 (407) 628-5748 New Smyrna 386) 427-9149 ALL OTHER AREAS: 1-888-MID-FLAC 643-3522 r NAME----) M/f C j I- REFERRED BY I 15T iU INS ! ! % rk, ADDRESS , San > ra BILLING ADDRESS IF DIFFERENT "/ FROM JOBLOCA71ON CRY ATE21P f CITY/STATEOP HQM E ._ l^ CELL WORK 1rTEMS EMAIL CHECKED APPLY JRIERMIT MANUALJ MANUAL A I7NSTALLER 21NSTALLERS 1 HELPER 2 HELPERS HORIZONTAL 2<&MAL Package Unit tons ( ) rev. cycle ( ) s. cool Model #)+; Condenser < tons ( ) rev. cycle ( ) s. cool Model # Air Handler 3 tons cfm ( ) vert. ( ) HSPF horiz. Model .# J Coil - tons 1 ( ; Heating 11,. k.w. strip SEER t !'" (- Drain Pan ( ) Condensate Pump Locking Gas Caps j,-rHurricane-Mot3nti g Kt 1 Filter Rack ,('f Filter S t Aprilaire ( ) Shroud MISCELLANIOUS 44 Thermostat wall type non -programmable Precast sl f Fcondenser unit f ref. Line ft. ref. line cover o Condensate Line lans - Clean-up ood Top 2 x 4 Studs Float Switch I et Switch DUCT SYSTEM New System Fiberglass Duct Flex System irect Return 1.rsulate, Platform Reconnect Plenum supplies with dampers 4" p'rogrammableEXISTINGt BREAKERS BREAKERS NEEDED TYfre i-I r- Z' C, ( Type Indoor q QQ Amps (r''ff thick ( ) thin Indoor Amps ( ) thick ( ) thin Outdwr Amps (thick ( ) thin Outdoor-jM-Amps ( ) thick ( ) thin Flush Kit EI-5JORICAL ook- up by MID-FLORIDAA/C, INC. w Voltage by MID-FLORIDA A/C, INC. 2 ( Electricpl by others if needed not in price i1Y ducted (•) filter back grill Mastic AND GUARANTEES cturers _ year warranty on compressor. year warranty on all other Manufacturers parts. d free service from date of start up year warranty on all other parts installed by MID -FL A/C, INC. does not cover Filters, Tripped Breakers or Maintenance MISCELLANEOUS OR EXTRAS: r e'T c 'J of C»)'` ij:;y 7}i<« `fi1• G4 i.l We agree to furnish and install the above described labor and materials on the terms indicated below. It is agreed that the purchaser releases the seller from and that the seller assumes no liability and shall not be responsible for any loss, damage or delay caused by acts of government, strikes, lockouts, fire, -explosion, theft, floods, rain, water damage, riot, civil commotion, -war, nuclear disaster, fungi, mold, bacteria, malicious mischief, picket lines, acts of God, or by any cause beyond its control and any event of consequential damages. If any claims or disputes arise it is agreed to by the purchaser and seller that they will be settled by a mediator. M BAs1HMJUW on olsMM PAYMENT TYPE: HECK CASH CREDIT CARD The customer acknowledges that prior to signing this proposal he has $ read the terms and conditions contained herein and hereby accepts + ,t .;, $ this proposal including the conditions on the reverse side hereof which - are a part of the proposal; and further agrees to make payments as 100% WHEN EQUIPMENTiS—"""""'—$ follows: INSTALLED $ PRICE INCLUDES ALL DISCOUNTS, REBATES AND INCENTIVES BUYER' S RIGHT TO CANCEL." if this is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by mailing a notice to the seller. This notice must be postmarked before midnight of the third business day after you sign the agreement. If you noel this agre ment, the seller may keep all or part of an y t f sh down payment, not to exceed the lesser of 5 percent of the cash price or $55:",f`; Date) Purchasers` Estimator 1 Ay/y We Recommend the Power Company Test=•Your Ducts For Leaks ErfPL 0 DUKE ENERGY PHONE 14866-712-3413 0 CERTIFIED Certificate of Product Ratings AHRI Certified Reference Number: 8070475 Date: 8/11/2015 Product: Split System: Heat Pump with Remote. Outdoor Unit -Air -Source Outdoor Unit Model Number: N4H436GKG2 Indoor Unit Model Number: FEM4X36**BL Manufacturer: COMFORTMAKER Trade/Brand name: COMFORTMAKER Series name: 14 SEER N SERIES R410A HP Manufacturer responsible for the rating of this' system combination is COMFORTMAKER Rated as follows in accordance with AHRI Standard 2101240-2008 for Unitary Air -Conditioning and Air -Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (Btuh): 33000 EER Rating (Cooling): 11.70 SEER Rating (Cooling): 14.00 Heating Capacity(Btuh) @ 47 F: 33800 Region IV HSPF Rating (Heating): 8.20 Heating Capacity(Btuh) @ 17 F: 21000 Ratings followed by an asterisk (') indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which indicates an Involuntary rerate. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expresdy disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed In the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual,'personal and AMconfidentialreferencepurposes. The contents of this Certificate may not, In whole or in part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, In any form or manner or by any means, except for the user's individual, personal and confidential raferenca. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION ` & REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.shridirectory.org, dick on "Verity Certificate" link we make life Fetter"' and enter the AHRI Certified Reference Number and the date on which the certificate was Issued, which is listed above, and the Certificate No., which is listed at bottom right CERTIFICATE NO.: 1308378216194652s2 201.4 Air -Conditioning, Heating, and Refrigeration Institute Certificate of Product Ratifias, AHRI Certified Reference Number: 8070475 Date: 8/11/2015 Product: Split System: Heat Pump with Remote Outdoor Unit -Air -Source Outdoor Unit Model Number: N4H436GKG2 Indoor Unit Model Number: FEM4X36'*BL Manufacturer: COMFORTMAKER Trade/Brand name: COMFORTMAKER Series name: •14 SEER N SERIES R410A HP Manufacturer responsible for the rating of this system combination is COMFORTMAKER Rated as follows in accordance with AHRI Standard 2101240-2008 for Unitary Air -Conditioning and Air -Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (Btuh): 33000 EER Rating (Cooling): 11.70 SEER Rating (Cooling): 14.00 Heating Capacity(Btuh) @ 47 F: 33800 Region IV HSPF Rating (Heating): 8.20 Heating Capacity(Btuh) @ 17 F: 21000 Ratings followed by an asterisk (•) indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which Indicates an Involuntary rerate. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the products), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations fisted in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, In whole or In part, be reproduced; copied; dlsm:nlnated; entered Into a computer database; or otherwise utilized, In any form or manner or by any means, except for the user's Individual, AM personal and confidential rNsrenca. t AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION a REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.shridirectory.org, dick on "Verify Certificate' link lifr b tt.,- and enter the AHRI Certified Reference Number and the data on which the certificate was Issued, which is listed above, and the Certificate No., which is listed at bottom right 2014 Air -Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 130837821619465292 BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS 75LB MIN. WEIGHT, MECHANICAL UNIT V`' PER SEPARATE CERTIFICATION, TYP. 1 CENTER OF GRAVITY ASSUMED TOPCT .AT THE GEOMETRIC J t CENTER OF THE MECHANICAL UNIT. MECHANICAL UNIT MUST BE m s tCENTER OF SEE DESIGN SCHEDULE FOR SQUARE OR RECTANGULAR, GRAVITY: MAXIMUM SURFACE NO IRREGULAR SHAPES. z AREA AND DESIGN F V, z PRESSURE, TYP. w I STEEL TIE -DOWN CLIPS. 1 SEE DETAIL In & 2/31,2I j I FOR CLIP INFORMATION, 3 TYP. i I' 3- MAX HOST STRUCTURE DESIGN,, BY OTHERS. SEE DESIGN SCHEDULES FOR II i i ALLOWABLE SUBSTRATES`. 3" MAX TYP. MECHANICAL UNIT i TIE -DOWN ISOMETRIC 1 1' z V-0" ISOMETRIC r 3" MAX lot TYPE OF CLIP AND NUMBER I yPER CORNER WILL VARY PER TIE -DOWN CLIP DIRECTIVE EXAMPLE THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE RGOF-TOP INSTALLATION HEIGHT, H, FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS AND DESIGN CRITERIA LISTED HEREIN. SEE SHEETS 4.5 FOR DESIGN SCHCDULCS.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA- Vult-170 MPH, EXPOSURES' ' 48" TALL x 48" DEEP x 46" WIDE, 100 LB (WEIGHT AS VERIFIED BY OTHERS) INSTALLED TO 3000 PSI MIN CONCRETE WITH (1)-2- CUP AT EACH CORNER OF UNIT (TOTAL OF (4) CLIPS) PROCEDURE: PROCEDURE STEP RESULT 1 DETERMINE THE CONNECTION TYPE BASED ON THE DIAGRAMS ON SHEET 2 CONNECTION TYPE 3 2 DETERMINE WHICH DESIGN SCHEDULE TABLE TO USE THIS INSTALLATION IS INTENDED FOR A Vult-170 MPH, EXPOSURE'B'. THIS DESIGN CRITERIA CORRESPONDS TO TABLE 5 3 DETERMINE LARGEST FACE AREA OF MECHANICAL UNTTTO BE INSTALLED 48"x48'IGFT• THIS UNIT HEIGHT. OF 48" IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF 48'. 4 CHECK MAXIMUM UNIT HEIGHT RESTRICTION NOTE: THIS PRODUCTAPPROVAL ALLOWS THE UNIT TO AE INSTALLED ON TOP OF AN A/C STAND THAT IS A MAXIMUM 30" TALL. IFAN A/C STAND IS UTILIZED, f- CHECK TO SEE THAT THE STAND DOES NOT EXCEED 30"IH HEIGHT T5 CHECK MINIMUM UNIT WIDTHRERESTRICTION UNIT WIDTH 15 46' WHICHiS GREATER THAN THE MINIMUM ALLOWABLE WIDTH OF 24' THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO 15 FT. 6 DETERMINE THE ALLOWABLE ROOF -TOP HEIGHT OF THE INSTALLATION ADDITIONALLY, THIS UNIT MAYBE INSTALLED ON ROOF -TOP HEIGHTS GREATER THAN 6DFT AND LESS THAN 100 FT. SEE (') ON TABLE 5 FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE DESIGN NOTES: THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND THE FLOR j1A-C BUILDING CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCTTY HURRICANE ZON INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DESIGN CRITERIA USED 6" CALCULATE THE ALLOWABLE ROOF -TOP HEIGHTS CONSIDERS ASCE 7.10 SECTION 29.5.1 FOR ROOFTOP HEIGHTS (H) 560 FT AND SECTION 29.5 FOR ROOFTOP HEIGHTS (H)>60 FT' SECTION 29.4.1 FOR INSTALLATIONS AT GRADE. (GC 6_,-3J0 WITHIN THE HVHZ, GCf).,.,•,-1.90 OUTSIDE THE HVHZ, (GC, 1.S FOR ALL LOCATIONS (CONCURRENT). ALL OTHER DESIGN VARIABLES ARE IN A DANCE WITH ASCE 7.10 CHAPTERS 26 & 29. THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENTTHE ALLOWABLE HEIGHT OF THE BUILDING. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNITTO BE INSTALLED ON A MAXIMUM 30- TALL A/C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IN THE DESIGN SCHEDULES. GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OFTHE HEFLORIDA BUILDING CODE & ASCE 7.10. THIS PRODUCT MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY 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 PRODUCT AND DIE SHEETS FROM TEST REPORTS RTEL 01970387A. STEL 01970387E BY TESTING EVALUATION LABORATORIES, INC.. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE PERMITTED. 4. MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. S. FASTENERS TO SE *12 X )V OR GREATER SAE GRADES UNLESS NOTED OTHERWISE. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND, CARBON STEEL ONLY, INSTALLED TO 3000 PSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 6. ALL STEEL CLIPS SHALL BE ASTM A283 STEEL (GRADE D) WITH Fy-33 KSI OR BETTER. ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION. G90-RATED COATING REQUIRED FOR ALL COASTAL INSTALLATIONS. 7. 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 30DO PSI, UNLESS NOTED OTHERWISE. 8. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 9. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 10. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SMALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATIOMEXCEPT AS EXPRESSLY PROVIDED HEREIN, -NO ADDITIONAL CERTIFICA17ONS OR AFFIRMATIONS ARE INTENDED. 11. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 12. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OFTHE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT DE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER - TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 13. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE Vt it WIND SPEEDS USED IN THIS APPROVAL, SEE SECTION 26.7.3 OF ASCE 7.10. 15- 2378 I" CLIPS kX3" MA" TYP. 3" MAX CONNECTION-,--x( IcL TYPE C1 Ip-UTILIZEzEAT EACH CORNER FOR A TOTAL OF (4) PER UNIT 2" CLIPS M Mom' t1 P. CONNECTION TYPE C3CONNECTION 211UPS -".L E (1) AT EACH CORNER FOR A,(OTAL OF (4) PER UNIT ANCHOR SCHEDULE: 1" CLIPS 17 3" MAX TYP. I" CUPS 3. MA) 3" MAX SUBSTRATE DESCRIPTION 1)-5/16-0 CARBON STECL tTW BUILDEX TAPCON CONCRETE: 2Y,' FULL EMBED TO 4- THICK MIN, CONCRETE, 3Y," MIN. 3000 PSI MIN.) EDGE DISTANCE, 331.* MIN. SPACING TO ANY ADJACENT ANCHOR. ALUMINUM: 1)-914 SAE GRADE 5 0.125- MIN. SHEET METAL SCREW TO THICK, 6061-T6 ALUMINUM,SPROVIDE ( ) MIN. ALUMINUM) TM]N. PASTPITCHESTHREADPLANE STEEL: 1)-# 14 SAE GRADE 5 0.125- MIN. SHEET METAL SCREW TO THICK, 33 KSI STEEL. PROVIDE (5) MIN. STEEL) PITCHES MIN. PAST THREAD PLANE rr CONNECTION TYPE C2 Z.';lUTILIZE 2) ATEACH CORNER FOR ATOTAL OF (8)PER UNIT L9 M x T' 2 CLIPS i3 M 2" CLIPS FS----T-T- 6 OCARBON A'CML CONCRETE: 2W FULL EMBED TO 4 THICK MIN, CONCRETE, 3Ys- MIN. 300OPSI MIN.) EDGE DISTANCE, 3W MIN. SPACING TO ANY ADJACENT ANCHOR. ALUMINUM: ( 2)- 014 SAE GRADE 5 0. 125- MIN. SHEET METAL SCREWS TO THICK, GD61-TG ALUMINUM, PROVME(S) MIN, ALUMINUM) PITCHES MIN. PAS, THREAD PLANE STEEL; ( 2)-#14 SAE GRADE 5 0. 125- IN_ SHEET METAL SCREWS TO THICK, THICK'3I STEEL PROVIDE (5) MIN. STEEL) PITCHES MIN.PAST THREAD PLANE I EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IFAPPUCASLE. 2: ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 3. SEE DETAILS ON SKEET 3 FOR ANCHORS ATTACHING TO MECHANICAL UNIT. UNITPAIR 6" MAX 6' MAX CUP OFFSETCLIP OFFSET F r7j!LCUP PARSPACING3" TYP I MECHANICAL CUP -CUP UNIT PER SPACING SEPARATE CERTIFICATION UTILIZE ( 4) CLIPS EA SIDE OF UNIT FOR A TOTAL OF 8) PER UNIT CONNECTION TYPE C4 sALTERNATE ( 8) CLIP DETAIL C4 2- CLIPS - UTILIZE ( 2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT 3 N.T.S. PLAN VIEW THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE (2) CLIPS AT EACH CORNER FOR A TOTAL OF (8) CLIPS PER UNIT. E. AjptRDO,P. E. 0, I sl. 011q**, 41, u z zZ 0 z P, t; ui H z 0- 4 ca 15- 2378 0 Y TABLE 5 : Vult=140 MPH, EXPOSURE B FOR USE WITH A RISK CATEGORY it STRUCTURE') AVOWABLE ROOFTOP HEIGHT IHI TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF I UNIT UNIT i UNIT'S LARGEST HEIGHT WIDTH C3 I C2 C3 C4 FACE 24"MAX I 6 FT' 12- MIN I60 FT<H5120 FT' H5200 FT I H5200 FT H5200 FT 9 FT' 32"MAX 15'MIN I ATGRADE HS200 FT H5200 FT H5200 FT 4 FT' _ I 6FT' I 9 FT' , 48"MAX I H S 200 FT H 5 200 FT I H S 200 FT H S 200 FT H540 FT HS200 FT H52DO FTI160FT<H 5200 FT H520D FT AT GRADE24'MIN HS200 FT ' H5200 FTI160FT<H580 FT I H5200 FT I ATGRADE H5200 FT Y H540 FT 60 FT<H 5200 FT N5200 FT12FT' i 16 FT' _- 20 FT' N/A H5200 FT H515 FT 60 FT c H 5100 FT' N/A H S H515 FT200FT i60 FT<HS180 FT H520D FT H S 200 FT i N/A ) H S 40 FT ATGRADE251 HS20D FT 60" MAX 60 FT <HS 200 FT 60 FT<H 580 FT 48' MIN ?-- ' - 30 FT' I S F i N/A i H 5IFT AT GRADE 60 FT <HS160 FT H 5 2. FT 1 36 FT' j ATGRADE N/A 60 FT < N580 F7 ATGRADE H5200 FT AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLETO BE USED WITHIN SREVARD COUNTY. CHECK WITH LOCAL AUTHORITY HA\ING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 7 : Vult=140 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY If STRUCTURE') TABLE 6 : Vult=140 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY 11 STRUCTURE-) ALLOWABLE ROOF - TOP HEIGHT (H) i TIF• DnWN rrwrirtiuyinmwY MAXIMUM I I SURFACE AREA OF I UNIT i UNIT I z " I UNITS LARGEST HEIGHT WIDTH I Cl C2 C3 C4= d FACE Z 6FT' 24" MAX ( 12"MIN AT H5200 FT H5200 FT H5200 J 9 FT' 132"MAXI 15"MIN N/A H5200 FT H S IS FT H5200 FT 60 FT<HS 200 FT 4 FT' i f H5200 FT H52DO FT H5200 FT H5200 FT I 6' ( ATGRADE F60 FT FT H5200 FT H5200 FT H5200 FT i i ii9 FT' (i 48" MAX 24" MIN i ATGRADE H S 20O FT H 5 40 FT H 5 20O FT j 60 FT<H 5200 FT H5200 FT ATGRADE 60 FT< H 5140 FT H5200 FT ! 12 FT' ii I i N/A I 60 FTcH5200 FT H530 FT 60 FT < H 5 20o Fr ATGRADE ATGRADE H5200 FT H5200 FT 1 N/ A 20 FT' I N/A j 25 FT I ; I N/A ATGRADE 60 FT< H 5140 FT AT GRADE H 5 200 FT a 60' MAX 48" MIN ' --- ATGRADE N/A H 5 200 FT I 30 Fr N/A 36 FT' _ I N/A ATGRADE N/A H530 FT 60 FT <H 5200 FT ALLOWABLE ROOF TOP HEIGHT (H) no_nn-. rnu 11——ry MAXIMUM SUHFACEAREAOF UNIT UNIT' S LARGEST I HEIGHT UNIT I CI WIDTH C2 C3 C4 FACE _ 6FT' 1 24' MAX 12"MIN i N/A H5200 FT H530 FT-- 60 FT < H 5 200 FT FIS200 FT H5200 FT ATGRADE ii H5200 FT 9FT' 32"Mnx15^MIN N/A 60 FT<H 5140 FTI H5200FT H5200FT I I 4FT' J • H 5 40 FT 60 FT 5200 FT H5200FT 6 FT' I ATGE 160 FT c HR5 /Otl FT H 5 200 FT H:; 200 FT H 5 200 FT 9 FT' i 48" MAX 24" MINI N/A H 5 200 FT H 5 200 FT ' 60 FT < 145200FT12FT' 1 N/A H540 FT ATGRADE H5200 FT 60 FT<HS2DOFT60FT<H S80 FT i 16 FT' N/ A AT GRADE N/ A H 5 200 FT 60 FT < H:; 2DO FT 20 FT' i j N/A ATGRADE 60 FT<H 5200 FT ATGRADE H S 200 FT ATGRADE 25 FT' N/A N/A H 5 200 FT 60"MAX i 48"MIN 60 FT < H S 60 FT 30 FT' N/ A N/A N/A o 1 GO FT < H:; 200 FT N/A N/ A N/A — 36 FT' I60FT < HR5 200 FT U z F- 4 J 3 Q 0z0 Lbru ui zC t z N W 0 z f E 0- f m , fiRRWXL8UNM0ORE 15- 2378 E, N TS. OESCRIPTIONI a TABLE 1: Vult=175 MPH, EXPOSURE C • FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE') ALLOWABLEROOF-TOP HEIGHT a I TIE -DOWN CONFIGURATION TYPE j MAXIMUM SURFACEAREA OF ' UNIT ` UNIT UNtTSLARGEST HEIGHT I WIDTH ' Cl C2 C3 G4 i FACE1 , 6FT' ? 24"MAX; 12"MIN i N/A ATGRADE I ATGRADE f H<200 FT u _ 4FT- i ATGRADE H5200FT HS30Fr H5200 FT 6FP-_ ATGRADE t H540 Fii..__...- i ATGRADE i H5200 hT 9FT= 1 _ 12 FT' 48' MAX i 24°MIN N/A ATGRADE N/ A--ATGRADE ATGRADE 1 H516OFT_ ATGRADE ! HS40FT 16 Fr' N/A ATGRADE N/A j pT GRADE 20 FT' 2S Fr s 60 MAX: 48'MIN N/ A _ ATGRADEy N/ A AT GRADE N/ A T1-ATGRADE N/ A ATGRADE LTHIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE IMIZ WHICH CONTAINS BROWARD AND - MIAMI- DADE COUNTI ES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLC WITHIN CCRTAIN FLORIDA COUNTIES. TABLE 3 : Vult=170 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY U STRUCTURE-) t'- _•• ALLOWABLE ROOFTOP IMIGHT (H) TIE -DOWN CONFIGURATION TYPE I MAXIMUM I SURFACE AREA OF UNIT i UNIT s UNITS LARGEST ' HEIGHT ! WIDTH Cl I C2 C3 C4 FACE I 6 FT' 24"MAX i 12- MIN N/A H5200 FT i ATGRADE H5200 FT t60 FT<H 5160 FT: 9 FT2 32' MAX IS" MIN 60 N/ A — H 515 FT I AT GRADE FT < H5200FTH5 200 FT ; 4 FT' AT WFi< HRS 2200 FTy• HS20OFT H5200 FT I H5200 FT 6 FT' j ATGRADE •- H520CI FT IT 540 FT Hs 200 FT I 60 FT<H 5200 FT 9 FT' t 48" MAX ' 24'MIN FJ/A H 5 200 Fi ATGRADE 60 FT< H 980 FT1 H 5 200 FT 12 FT' N/A I AT GRADE N/A I H 5 200 FT s 160 FT<H 52D0 FT 16 FT' N/A AT GRADE. N/A H 5 200 FT 20 FT' N/A I ATGRADE N/A H 5 200 FT i.........- 25 FT N/A A N/A_ _'60 60, MAX • 48' MIN FT< H 520D Fri 30 FT' N/A N/A N/A AT GRADE 60 FT< H S•180 FT! 36 FT' N/A I- N/A N/A AT GRADE AS AN EXAMPLE, THIS TABLE 15 PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY Of THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 2 : Vult=175 MPH EXPOSURE D °t- 4 FOR USE WRIT A RISK CATCGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE-) rrnn v ALLOWABLE ROOFTOP HEIGHT (H) * • lJ TIE -DOWN CONFIGURATION TYPE4 114 MAXIMUMSURFACEAREA OF UNIT UNIT j /C: UNIT'S LARGEST HEIGHT WIDTH 1 C4FACE I. -- 6FT' _ 24" MAX : 12"_MIN ' N/A ATGRADE ATGRADE H 5 200 FT ; V 32"_MAX15" MINA_ _N/A_ AT GRADE N/A H 530 FT U! a < 4FT= , - ATGRADE H5200 FT ATGRADE i H5200 FT ZX imffi W ° h--- q 6 FT' II N/A (. H515 FT TH5(L AT GRAOEj200FT W tis33 9 FT' --_ 48' MAX 24' MIN _ N/A —( ATGRAOE ATGRADE j .._ H 580 FT 3 W 1° 3 N14 . ATGRADE N/A ATGRADE N/A i ATGRADE N/A € ATGRADE w .. 20 FT' _ N/A ATGRADE_ N/A _ ' ATGRADE i 60" MA % 148"MIN (-.-N/• N/ A .- N A+-.—E ATGRADE 30 FT' N/A , ATGRADE ti 36 FT _ N/A I N/A N/A ATGRADE THIS TABLE 15 PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND U v MIAMI-DADE COUNTIES. CHECKWTTH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY ^' OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES 1z"L Q3 $ TABLE 4: VUlt=170 MPH, EXPOSURE D 0 z S FOR USE WITH A RISK CATEGORY 11 STRUCTURE-) ALLOWABLE ROOF - TOP HEIGHT (H) TIE -DOWN CONFIGURATION TYPE j W o v MAXIMUM 1- i - I- n SURFACE AREA OF UNIT UNIT I I I ) z O UNITS LARGEST HEIGHT ' WIDTH Cl C2 ; C3 I C4 -I FACE 6 FT' 24" MAX ; 12" MIN N/A H 5 200 FT i ATGRADE H 5 20D FT m I i60FT<H580FT' 9 FT= 32' MAXI 15" MIN N/A AT GRADE N/A H 5 200 FT "• 60 FT<H5200 FT, 4 FT' ! ATGRADE H 5 200 FT i H 5 2DO FT H 5 200 FT s - 60FT< HSIOOFT 6 FT' s N/ A N 5 200 FT 60 FT < H 5 200 FTi H 5100 FT H 515 FT 9 FT' 48"MAX i 24"MIN i N/A 60FT<H5200FTj ATGRADE ; H5200 FT°Y 12 FT' ATGRADE i i N/ A N/A H5200 FT 60 FT<HS120 FT H540 FT I6 FP11N/A N/A N/A 60FT<H&200FTl 20 FT' 1 N/A AT GRADE N/A H 5 40 FT i ig 60 FT< H 5200 FT; 25FT' E I NIA [ N/A I _N/A -__-- -ATGRADE•- I BRWALBOPUADOPE 60"MAX : 48"MIN i __ __ __ _ 60FT<H5200FT: 15-2378 30 FT' I N/A — - N/A— TN/A ATGRADE I SGLEt N7.8 I '60 FT<HS 100 FT - PAGE DESCUMONt 36 FT' - I N/A N/A -•.--_ N/A 1 ATGRADE AS AN EXAMPLE, THISTABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL rs AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES Al i FOR NGER THANTHAN 1010' 17. E (5)-#12 SAE 3RADES SHEET L SCREWS, TYP. 00 Q0 o00 N 0 0 1' OTHER DIMENSIONS SIMILAR) AIL ISOMETRIC MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH Fty-30 KSI, 0.125' MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A653 Fy=33KS1 MIN. STEEL, GRADE 33, 22GA MIN. (ta0.0299'). 0. 068' THICK ASTM A283 STEEL CUP, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE OF CLIP, NO SPACE PERMITTED, TYP. 3)-# 12 SAE GRADE 5 SHEET METAL SCREWS FOR CLIPS UP TO 5' LONG. UTILIZE (5)-#12 SHEET METAL SCREWS FOR CUPS LONGER THAN 5'. PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. ANCHOR PER 0/ SUBSTRATE PER C ANCHOR i• .' SCHEDULE j 1 (VARIES) V TIE -DOWN CLIP ANCHOR DETAIL 3 3' = V-0" DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH Fty-30 KSI, 0.125- MIN. THICKNESS, STEEL HOUSING UNITS 3)-#12 SAE GRADE 5 SHEET SHALL BE AST14 A653 Fy:33KSI MIN. METAL SCREWS FOR CUPS 4' STEEL, GRADE 33, 22GA MIN. (tm0.0299'), LONG. UTILIZE (4)-912 SHEET METAL SCREWS FOR CUPS 3)- 412 SAE GRADE 5 LONGER THAN 4-. PROVIDE (5) HEET METAL SCREWS PITCHES MIN. PAST THREAD PLANE OR CUPS 4" LONG. 0.072' OR 0.113" FOR EACH SMS, TYP. fnUZE ( 4)-#12 SHEET THICK ASTM A283 IETAL SCREWS FOR UPS LONGER THAN 4", STEEL CUP, TYP., BASE OF UNIT SHALL 1) OR (2)ANCHORS YP. BE FLUSH WITH BASE OF CUP, NO SPACE PER ANCHOR SCHEDULE PERMITTED, TYP. 4* 0 HOLES, NOTTO IE USED FOR ANCHORS, TYP. j • / SUBSTRATE PER ANCHOR j // SCHEDULE VARIES) 375" 00.\' 2" TIE -DOWN CLIP 0. 50• 4 ANCHOR DETAIL 0. 50" 3 3' = 1'-0' DETAIL CUP IS DESIGNED FOR FULL IO CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. ETAIL ISOMETRIC 0 z I-- 1 it g s H2 e 4m t7 $ ` 1 mw w f w mff 3 ow°: z 4 15- 2378 03 I BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS r 1 CENTER OF GRAVITY 1 ASSUMED TO -C.-AT THE GEOMETRIC CENTER OF THE , MECHANICAL UNIT. O MECHANICAL UNIT MUST BE r ' SQUARE OR RECTANGULAR, NO IRREGULAR SHAPES. X z Ew 0Lw 3' MAX 7SL0 MIN. WEIGHT, MECHANICAL UNIT PER SEPARATE CERTIFICATION, TYP. i tCENTER OF SEE DESIGN f GRAVITY,,' SCHEDULE FOR MAXIMUM SURFACE AREA AND DESIGN PRESSURE, TYP. STEEL TIE -DOWN CLIPS. 1 i SEE' DETAIL 1/3 A 2/3 1,2 FOR CLIP INFORMATION, I10ST STRUCTURE DESIGN- ; BY OTHERS. SEE DESIGN SCHEDULES FOR ! 1 ALLOWABLE SUBSTRATES MAX MECHANICAL UNIT' i1 TIE -DOWN ISOMETRIC 1 I. . V-0" ISOMETRIC 3 TYP. I 3' MA)(, TYP. 3' MAX Vle.'N E x.•TYP. ,.•IlkG PER CORNER WILL VARY PER CONNECTION TYPES Cl-C4 ON SHEET 2 TIE -DOWN CLIP DIRECTIVE EXAMPLE THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE ROGF-TOP INSTALLATION HEIGHT, H, FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS AND DESIGN CRITERIA LISTED HEREIN. SEE SHEETS 4-S FOR DESIGN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA- VWt-170 MPH, EXPOSURE •B' 48' TALL x 48' DEEP x 48' WIDE, 100 L8 (WEIGHT AS VERIFIED BY OTHERS) INSTALLED TO 3000 PSI MIN CONCRETE WITH (Q-2- CLIP AT EACH CORNER OF UNIT (TOTAL OF (4) CLIPS) PROCEDURE: PROCEDURESTEP RESULT 1 DETERMINE THE CONNECTION TYPE BASED ON THE DIAGRAMS ON SHEET 2 CONNECTION TYPE 3 2 DETERMINE WHICH DESIGN SCHEDULETABLE TO USE THIS INSTALLATION IS INTENDED FOR A V lt-170 MPH, EXPOSURE W. THIS DESIGN CRITERIA CORRESPONDS TO TABLE 5 3 DETERMINE LARGEST FACE AREA OF MECHANICAL UNITTO BE INSTALLED 48'x48*-I6FT' THIS UNIT HEIGHT OF 40' IS EQUµTO THE MAXIMUM ALLOWABLE HEIGHT OF 45% 4 CHECK MAxTF1UM UNIT HEIGHT RESTRICTION NOTE: THIS PRODUCTAPPROVAL ALLOWS THE UNIT TO BE INSTALLED ON TOP OF AN A/C STAND THAT IS A MAXIMUM 30" TALL, O'AN A/C STAND IS UTILIZED CHECK TO SEE THAT THE STAND DOES NOT EXCEED 30' IN HEIGHT I^ S CHECK MINIMUM UN[T WIDTH RF$TRICl7(7N-_-?-----_ DETERMINE THE ALLOWABLE ROOF -TOP HEIGHT OF THEINSTALLATION UNIT WIDTH IS 48' WHICH IS GREATER THAN THE MINIMUM ALLOWABLE WIDTH OF 24' 6 THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO 15 FT. ADDITIONALLY, THIS UNIT MAY BE INSTALLED ON ROOFTOP HEIGHTS GREATER THAN 60" AND LESS THAN 100 FT. SEE (') ON TABLE 5 FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE DESIGN NOTES: Tt THIS PRODUCT HAS BEER DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND THE FLORVA-C BUILDING CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZON INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DESIGN CRITERIA USED CALCULATE THE ALLOWABLE ROOFTOP HEIGHTS CONSIDERS ASCE 7-10 SECTION 29.5.14& FOR ROOFTOP HEIGHTS (H) 560 FT AND SECTION 29.S FOR ROOFTOP HEIGHTS (H)>60 FT' B SECTION 29.4.1 FOR INSTALLATIONS AT GRADE (GC*Xu -3.10 WITHIN THE HVHZ, GCt",,- 1.90 OUTSIDE THE HVHZ, (GC, 1.S FOR ALL LOCATIONS (CONCURRENT). ALL OTHER DESIGN VARIABLES ARE IN A DANCE WITH ASCE 7.10 CHAPTERS 26 9 29. THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRFSENTTHE ALLOWABLE HEIGHT OF THE BUILDING. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNITTO BE INSTALLED ON A MAXIMUM 30" TALL A/C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IN THE DESIGN SCHEDULES. GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE B ASCE 7-10. THIS PRODUCT MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY 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 PRODUCT AND DIE SHEETS FROM TEST REPORTS STEL 02970387A. RTEL 01970387E BY TESTING EVALUATION LABORATORIES, INC. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE PERMITTED. 4. MAXIMUM B MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR- S. FASTENERS TO BE 012 X V4 OR GREATER SAE GRADES UNLESS NOTED OTHERWISE. TAPCONS REFERRED TO HEREIN SHALL BE ITW BURDEX BRAND, CARBON STEEL ONLY, INSTALLED TO 3000 PSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 6. ALL STEEL CUPS SHALL BE ASTM A283 STEEL (GRADE D) WITH FV-33 KSI OR BETTER. ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION. 090-RATED COATING REQUIRED FOR ALL COASTAL INSTALLATIONS. 7. 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 30DO PSI, UNLESS NOTED OTHERWISE. 8. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 9. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED 6 INSTALLED BY OTHERS. 10. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SMALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTTFICATIOMEXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 11. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITS. FOR SITE CONDITIONS DIFFERENT FROMTHE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONIUNCTION WITH THIS DOCUMENT. 12. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER - TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 13. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE Vult WIND SPEEDS USED IN THIS APPROVAL, SEE SECTION 26.7.3 OF ASCE 7.10. ym N9 W oW toW.. HD 15- 2378 I fw F2 1" CLIPS \ 3" MAX •` •tA E c1 CONNECTION TYPE C1 i' CUP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (41 PER UNIT zo ww 2: w j x ' r2" CLIPS 4. 3' MAX '• M\ O l•' P. tAVc\uC\ ONNECTION TYPE C3 2' CLIPS - UTILIZE (2) AT EACH CORNER FOR A. OTAL OF (4) PER UNIT ANCHOR SCHEDULE: 1" CLIPS i 7 Q F w i y= U w I i 3' MA% / 1" CLIPS 3- MAX; TP 1-" ' -3' MA% Mtn TYP. 1 cz CONNECTION TYPE C2 1_Cv UP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF 8 PER UNIT w I u Y cO 1 I wx i 3" MAX , TYP. '/ 2" CUPS j \ MAX'- TYP K- MAX ••. TrP:'in\Y cC'r' I. CONNECTION TYPE C4 2- CUPS - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT SUBSTRATE DESCRIPTION 1)-5/16'0 CARBON STEEL ITW BUILDEXTAPCDNYi , CONCRETE: 2FULL EMBED TO 4- THICK MIN, CONCRETE, 3y" MIN. 3D00 PSI MIN.) EDGE DISTANCE, 3),' MIN. SPACING TO ANY ADJACENT ANCHOR. ALUMINUM: 1)- al4 SAE GRADE 5 0. 125' MlN. SHEET METAL SCREW TO THICK, 6061-T6 ALUMINUM, PROVIDE (5) MIN. ALUMINUM) PITCHES MIN. PAST THREAD PLANE STEEL: 1)-014 SAE GRADE 5 0. 225" MIN. SHEET METAL SCREW TO THICK, 33 KSI STEEL, PROVIDE (5) MIN. STEEL) PITCHES MIN. PAST THREAD PLANE 2" CLIPS SUBSTRATE 1)- 5/16"0 CARBON S(fEL' 1TW BUILDEK TAPCOIT" ' CONCRETE: ZYi FULL EMBED TO i 4" THICK MIN, CONCRETE, 3Y,- MIN. 3000 PSI MIN.) EDGE DISTANCE, 33'" MIN. SPACING TO ANY ADJACENT ANCHOR. ALUMINUM: 1 ( 2)- 114 SAE GRADE 5 0. 125" MIN. SHEET METAL SCREWS TO THICK, 6D61-T6 ALUMINUM, PROVIDE (5) MIN. ALUMINUM) PITCHES MIN. PAST THREAD PLANE STEEL: ( 2)-014 SAE GRADE 5 0. 125'MIN. SHEET METAL SCREWS TO THICK, 33 KSI STEEL, PROVIDE (5) MIN. STEEL) PITCHES MIN. PAST THREAD PLANE EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 3. SEE DETAILS ON SHEET 3 FOR ANCHORS ATTACHBIG TO MECHANICAL UNIT UNIT WIDTH 6" MAX 6" MAX CUP OFFSET CUP PAIR SPACING CLIP OFFSET F-i—:— I I 3' TYP MECHANICAL Iltt— rrr CLIP -CUP UNIT PER SPACING SEPARATE CERTIFICATION UTILIZE ( 4) CLIPS EA SIDE OF UNIT FOR A TOTAL OF 8) PER UNIT rS1 ALTERNATE (8) CLIP DETAIL R / N.T.S. PLAN VIEW THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE (2) CLIPS AT EACH CORNER FOR A TOTAL OF (8) CUPS PER UNIT. U z 4` 1y 66 EZ+ a3 z S O ru Z p14 m a Luv O Z a0 m 15- 2378 W 3 I MDLC .) : VUlt=140 MPH, EXPOSURE B FOR USE WITH A RISK CATEGORY 11 STRUCTURE') 1 ALLOWABLE ROOF -TOP HEIGHT (H) TIE -DOWN CONFIGURATION TYPE MAXIMUM I iSURFACEAREAOF : UNIT UNIT UNIT'S LARGEST HEIGHT WIDTH Cl i C2 C3 C4 FACE tl12"MIN6FT' 24"MAX A i HS IS FT f H5200 FT H5200 FT 60FTH5120fT• i H5200 FT 9 FP 32" MAXv 1S" MIN ! ATGRADE H S 200 FT H 5 200 FT H 5 200 FT Y 4FT' HS200FT H5200FT ( H5200FT H520DFT 6FT' ( 160 FT<H520D FT- HS200 FT H5200 FT H5200 FT 9 FT' 48"VAX 24"MIN F ATGRADE_--_-IJ j 60FT<H 980 FT 5200 FT H5200 FT H5200 FT 12FT : I - ATGRADE H5200 F7 H540 FT 60 FT< H 5200 FT H5200 FT N/A H5200 FT HSIS FT H5200 FT 16 FT' 60 FT< HS 100 F7 N/A 20 FT" H5200 Fi '6DFT<H5FT FT i_._ H5200FT I N/ A I H540 FT I ATGRADE 25 FT' 60' MAX I j60 FTc H 5200 fT 60 FT S80 FT 48"MIN '__ ._.__ _„ _._.... __.____ _.._.._.lH5200FTH 5 200 FT 30 FT' 16O N/A I T < 11 FT F , 1fi0 FT AT GRADE 36 FT' j NIA ATGRADE ATGRADE i..60 FT < H S 80 FT- --- -..... H5200 FT , AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN BREVARD COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 6 : Vult= 140 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY 11 STRUCTURE') AILOWABLE R MAKIMUM — T-- UNIT' S LARGEST HEIGHT SURFACEAREAOF % UNIT412"MIN Cl C2 FACE 6FT' 24' MAXATGRADE 9 FT' 32' MAXN/A HS 200 FT H S 200 FT i 4FT' i H5200 FT H5200 FT 6 FT' AT GRADE 60 FT<HS7 FT H5200 FT ATGRADE H 5 2M FT I 9 FT' ( 48' MAX 24" MIN 1212FV N/A HS20OFT 16 FT' I N/A H S SS FT 6OFT<H52001 N/ A H S 30 FT 60 Fi<H 52001 20 FT' I N/A ATGRADE 60 Fi<H 51401 25 FT' 60- MAX i 48"MIN ' N/ A ATGRADE... 30 FT' 36FT' - I N/ A ATGRADE TABLE 7 : Vult= 140 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY II STRICTURE') ALLOWABLE ROOF -TOP HEIGHT (H) nc_nnu u MAXIMUM SURFACE AREA OF UNIT UNIT I CI UNIT'S LARGESTHEIGHTWIDTHjC2C3C4 6 FT'24' MAX 12" MIN i N/A H S 200 FT H 5 30 FT H 200 60 FT<H5200FT5FT9FT' • 32' MAX , li"MIN , N/A HS200 FT ATGRADE H52DO FT ' 60 FT <H5140FTiIH5200FT 4 FTt i60FT< H 5200 FT H5200 FT I H5200 FT ! 6 FT' I ATGRADE 60 FT < H 5100 FT 9 H5200 FT v H5200 FT H5200 FT FT' 48"MAX 24"MIN N/A H9200 FT ___-• H515 FT 60 FT < H S 200 FT H5200 FT 12 FT' ' N/ A H540FT ATGRADE 1 60FT<H$20OFT60FT<HSSOFT H5200 Fi I 16 FT' I I N/A AT GRADE N/A H 5 200 FT 20 FT' I N/A TrV H 5200 FT , ATGRADE FT <115200 FT ATGRADE i 25 FT' IN/A AT 60 FT GRADE F7 N/ A H 5 200 FT MAX 48'MIN _____._ _ _.. r 30 FT' j N/A N/A N/A H 5 40 FT 60 FT < H 5200 FT 36 FT' I I N/A N/A N/A ATGRADE 60 FT 4 H 1200 FT TABLE 1: Vult=175 MPH, EXPOSURE C FOR,USE WITH A RISK CATEGORY 11 STRUCTURE IN 1HE HIGH VELOCITY HURRICANE ZONE') ALLOWABLE ROOF -TOP HEIGHT (H) TIE-DOWNCONFIGURATIONTYPE IMAXIMUMiSURFACEAREAOFUNITUNIT CT C2UNff'S LARGEST HEIGHT WIDTY. C3 C4 ' FACE 6R' '24`MAXj 12'MIN N/A I ATGRADE ATGRADE H5200 FTC9FT' _•32'MAX T 15' MIN N/A I ATGRADE_ ATGRADE HS60 FT AT GRME HS200 FT H530FT_ 14:9160FT FI5200 FT6FT' AT GRADE ! H S 40 FT AT GRADE _H 5 2011 FT 9 FT'_ : 48` MAXI 24` MIN N/A ATGRADE ATGRADE y12FIV (_ N/A ATATGRADE ATGRADE _H 540 FT_ i 16FT' _ N/A ATGRADE N/A . ATGRADE 20FT" N/A ATGRADE'T_-N/A'--.--._ TGRAD_... ATGRADE- 25 FT' AT GRADE N/A _ ATGRADE 30 FT' .. " 60" MAX i 48' MINiT- _._ _.. N/A ATGRADE 36 FT' _— NA ..-. N%A __ _ N/A ATGRADE_i J----- THISTABLEISPERMISSIBLETOBEUSEDWITHINTHEHVHZWHICHCONTAINSBROWARDAND MIAMI- DADECOUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FORTHEAPPUCABIUTY OFTHISTABLEWITIIINCCRTAINFLORIDACOUNTIES. TABLE 3 : Vult=170 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY II STRUCTURE-) ALLOWABLE ROOF -TOP HEIGHT(H) TIE - DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF . UNIT ! UNIT I UNIT' S LARGEST HEIGHT I WIDTH Cl C2 C3 C4 FACE 11 6FT' , 24"MAX I12•MIN • N/A N/ A H5200FT H515 FT l60FT <H S 200 FT GRADEAT H 160FTcHS160FT' S200FT ATGRADE H5200 FT 9 FT' ' 32"MAX 15•MIN 4 FT' 60FAT HRS OO F7 H __< 200 FT H 5 200 FT H 5 200 F— 6 FT' AT GRADE I H S 200 FT I H S 40 FT I H S 200 FT 60FT < H S 200 FT: .._ I 9 FT' 48"MAX 24"MIN N/A I H s 200 FT AT GRADE H520D FT t._ GO FT <H SBOFT 12 TT' ' N/A i AT 160FT< H52D0FT 7 N/ A i H 5 200 FT ' 16 FT' i N/A ATGRADE •^ N/A H 5 200 FT 20 FT' j( N/ A I ATGRADE N/A - H 5 200 FT -- 25 N/A.. _ FT' I N/A N/A H S 30 FT I 60" MAX 48' MIN Il I60 FT <H s 200 FTC 30 FT' I N/A N/A N/A AT GRADE 6OFT< HS 280FT! 36 FT' N/A N/A N/A ATGRADE ' AS AN EXAMPLE, THIS TABLE 15 PERMISSIBLE TO BE USED WITHIN PALM OEAC11 COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 2 : Vult=175 MPH, EXPOSURE D FOR USE WITH A RISK CATCGORY It STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE') I ALLOWABLE ROOF -TOP HEIGHTLHL TIE - DOWN CONFIGURATION TYPE MAXIMUM i SURFACE AREA OF UNIT I UNIT CS I CZ C3 UNIT'S LARGEST HEIGHT WIDTH FACE 6FT'••-__ 24•MAX i 12'MIN 0_N/A_- ATGRADE ATGRADE_ k— ATGADl9FI' 32'MA%15 MIN N/ATGRADE N/A ,;4 ' RH5200 FT ATGRADE 6FT'_ i NNA HS_iS FT_ ATGRADE Hs:5 9 FT' 48' MAX 24" MIN N/A ATGRADE ATGRADE H s— G _,_.... L N/4 ATGRADE NJA _=,..ATE N/A i ATGRADE N/A 1 ATC N/A ATGRADE N/A AT_C 25 FT' 60" MAX ! 48• MIN ~ Ni N/A N/A AT G 30 FT' N/A .' _._ N_....... N/A _. AT G r36FT -.. N/A "_.. N/A N/ A ATG THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND MIAMI-DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FORTHEAPPU OF THISTABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 4: Vult=170 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY 11 STRUCTURE') I MAXIMUM SURFACE AREA OF UNIT UNIT UNITSLARGEST I HEIGHT WIDTH I Cl ALLOWABLE ROOF - TOP HEIL TIE -DOWN CONFIGURATIO1 CZ I C3 FACE I I 6 FT' 24-MAX 12-MINI N/A Hs200 FT AT GR 60 FT< H 9 FT' 32" MAX 15" MIN i N/A AT GRADE , N/J 60 FT<H 5200 FTj 4 FT' 1 AT GRADE-'— i k1 60 FTFT5200FT H5201 6 FT' N/A H!; 200 FT i H S 15 60 FT<Hs 9 FT' 48"MAX 24`MIN N/A H515 FT AT GRI h.._..._ 6OFT< H$200 FT, 12 FT' I N/ A ATGRADE 60 N/A FT< H 5120 FT1 16 FP i N/ A N/A N/A 20 FT' N/A AT GRADE N/A 25 FP N/A 1 N/A - ------....N/ A 60"MAX 48"MIN L------_._,___..___.__... 30 FT' i ! N/ A N/A t N/A i 36 FT' N/A N/A N/A AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLOR FRANK L, 6FNHARDO, P.E. ' FOR ANY CUP LAGER THAN MECHANICAL UNIT BY OTHERS. ALUMINUM BADEE 5 IRE ( S SAE 5 SHEET HOUSING UNITS SHALL 8E 6063-T6 MIN. • L SCREWS, TYP. ALUMINUM SHEET WITH Ftyt30 KSI, 0. 125' MIN. THICKNESS, STEEL HOUSING UNITS (3)412 SAE GRADE 5 SHEET S SHALL BE ASTM A653 Fy=33KSI MIN, METAL SCREWS FOR CUPS UP TO Q i STEEL, GRADE 33, 22GA MIN. (t-0.0299'). M'ETAL SCLONG. UTILIZE (5)-d32 SHEET MREWS FOR CLIPS O LONGER THAN 5'. PROVIDE (5) O'•, cj PITCHES MIN. PAST THREAD PLANE '6s • '!'Iva O O.ObB' THICK ASTM FOR EACH SMS, TYP. 11int I' ll A283 STEEL CUP, TYP. ANCHOR PER ,,'Alf, / `°. BASE OF UNIT SHALL ,' ; . W oBE FLUSHWITHBASE % --ANCHOR t1f Q t7JOF CLIP, NO SPACE j 318' SCHEDULE aJh( = m zb'H PERMITTED, TlP. Y / . W i 11 • ,! SUBSTRATE PER WWWIV 3 V ' ANCHOR N W m rzSCHEDULE ' DDtu •• OTHER .: % '• f (VARIES) " O i . DIMENSIONS i :./._-_ J SIMILAR) 1" TIE -DOWN CLIP AIL 3 ANCHOR DETAIL U 3 3' = i'-0' OETAIL z ISOMETRIC CLIP IS DESIGNED FOR FULL ~ < CONTACT WITH THE BASE OF EACH > ; MECHANICAL UNIT, TYP. Q F p3 O EtlI Ogg . N MECHANICAL UNIT BY OTHERS. ALUMINUM a/ z a HOUSING UNITS SHALL BE 6063-T6 MIN. Lu 0 C ALUMINUMSHEETWITHFty-30 KSI, 0.125- MIN. THICKNESS, STEEL HOUSING UNITS (3)-512 SAE GRADE 5 SHEET v z ga O SHALLBEASTMA653FYMIN. SCREWS FOR CUPS 4' Z t-0. 0. LONG. UTILIZE (4)-P12 SHEET 1 -4 a i STEE4 GRADE33, 22GA MIN. ([0.0249'). METAL SCREWS FOR CUPS QC, w 3)-*12 SAE GRADE 5 -HEFT METAL SCREWS LONGER THAN 4'. PROVIDE (5) j j PITCHES MIN. PAST THREAD PLANE F OR CUPS 4' LONG, 0.072. OR 0.113" /,; FOR EACH EMS, TYP. rT1UZE (4)- i12 SHEET THICK ASTM A283 IEI•AL SCREWS FOR STEEL CLIP, TYP. ' UPS LONGER THAN 4", BASE OF UNIT SHALL (1) OR (2)ANCHORS . PER ANCHOR q ` YP. BE FLUSH WITH BASE % j 3 g SCHEDULE a >$ OF CLIP, NO SPACE e PERMITTED, TYP. / e 4'0 HOLES, NOT TO hog 3E USED FOR NNCHORS, TYP. /. . •% / SUBSTRATE PER d ANCHOR Z3 SCHEDULE 175' / 1_' ( VARIES) g DO' 2" TIE -DOWN CLIP 9:t 0. 5( r 4 ANCHOR DETAIL 6 0.50" 3 3' = 1'-0' DETAIL ooPrDORRuecleeavnwrE CUP IS DESIGNED FOR FULL 15-2378 o CONTACTWITHTHEBASEOFEACHOR—L& HTsMECHANICAL UNIT, TYP. PACE DUCRIPTION, ETAIL "5 ISOMETRIC W City of Sanford HVAC Permit Application Checklist F D All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). l A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). One (1) copy of equipment sizing calculations — for new construction installations: o Residential - ACCA Manual J-2003 or other approved heating and cooling calculation methodology. o Commercial - ACCA Manual N-2005 or other approved heating and cooling calculation methodology. These guidelines were compiled to assist the applicant in preparing a HVAC change out permit application and may not be complete. The applicant is required to, meet all City of Sanford, state, and federal code requirements. Revised: March 2014