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HomeMy WebLinkAboutBuilding Permit ApplicationALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: y— 41 r 0-0/-7 Permit Number: 'Se'S Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 J Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential J PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSED IMPROVEMENT LOCATION: Address: 7 br 3 3 C"�; Legal Description: Pa-VZe1z u o .4 T HiQ-I/.4r✓.�G''ZC �� - i3GA*- 5-0 C -d -T IF Property Tax ID #: 3tfZ-S-_ 706z - Site Plan Name: )r--�/L"T-// Project Name: X19-vG// Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: file_ 64497,4Ar X7x,4-c-r A-,9;o9l,3L� 3-5—/ 3 ee.z. 7 r�� S7'•4rz_ %�v�G, l t. 7- -r K -e-0 Y Sa tw, CONSTRUCTION INFORMATION: Additional work to be ertormed under this permit —check all apply: HVAC 13 Gas Tank DGas Piping Shutters 11 Electric El Plumbing Sprinklers E]Generator Total Sq. Ft of Construction: yyo?, 6_4D S . Ft. of First Floor: Cost of Construction: $ Utilities:Sewer Septic OWNER/LESSEE: Name wl <l1n, Address: ? �3 ? _V, c3,k) /,o.st/s- e,4t;2f�, City: _ State:t_ L Zip Code: S4-lS'Z— Fax: Phone No. 722 - 370 ^ 6 IVO7 E -Mail: Fill in fee simple Title Holder on next page ( if different from th'§ Own& listed 666v6) CONTRACTOR: Lot No. Block No. -5-0 Windows/Doors Roof I I Roof pitch Building Height: Name: A `Z,_"?/G. lel A I—K A, Company: 1W Address: _Z-5110 City: L3 , P. l State Zip Code:'33 y(S' Fax: &AZf- C(5L(tido/V Phone No. SGr-4r33-Zl9i E -Mail Ad.1,11 C @ X-& -i 1, AC • CC4-*Vl State or County License: �,,� � 9 z -r If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: _ Not Applicable Name: Name: Address: Address: City: State: City: State: _ Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that Is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use 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 jobsite before the fispection. If you intend to obtain financing, consult with lender or an attorney before comme ' g w rk or recordin ur Notice of Commencement. d s Signatof Owner/L ee/ ontractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA COUNTY OF > The forgoing instrument ways acknowledged before me this � day of "4 L! ) . 20 1-? by rn A U ( me of pers n acknowled g) (Signature N tart' ublic Sta oa )` Personally Kn n Y OR Produced Identification Type of Identification I roe{iie"9•••• ?°. L�g�1 �•, Commission No. o: MY COMMISSION #FF077427 ea I'll �°if o; EXPIR S December 17, 2017 - (407) 3960153 FloridallotaryService com Revised 07/15/2014 REVIEWS FRONT ZONING COUNTER REVIEW DATE COMPLETE INITIALS STATE OF FLORID COUNTY OF Y The forgoing instrument w4s acknowledged before me this _�'l day of 419/L -i / , 20 Z_7? by ,t A-,,12- /,r ,Iq- I/ ,)Q (Name of pers acknowle g'n I (Signattke c� Notary Public- St to of FI da Personally Known 1 OR Produced Identification Type of Identification PToq,'' % f MYCOMj�II pN #FF077427 JOH Commission No. k"N o a EXPIRE December 17, 2017 (407) 396'0153 FloridallotaryService com SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE REVIEW REVIEW REVIEW REVIEW REVIEW o0g> H *> E: ?a -n nXXM r- r- a0 r azfm'r 0 r N W W is V i Sit Us At Member A� r' �LAC.C�m ireond16onfnq Better Business Bureau Member ~ , National Air Duct ? Specializing in Full Service Air Conditioning Cleaning Assoc. Heating and Duct Cleaning 24 Hour Emergency Service F, 8135 Pettway • Hobe Sound, FL 33455 2540 S. Military • West Palm Beach, FL 33415 Martin County 772-546-0889 Preventative Maintenance Check CONDENSER Head Pressure V 4xj Suction Pressure P40 11 Compressor Amperage 1 be MotorAmperage Volts lers ;had I Lubricate Motor t Cleaned Coil 35 Check Electrical Connections r I Freon Check 0 Ok Add _ lbs. Check Relay Check Contactor Indian River County 772-567-9852 Street Phone Home 7 `�'t��' usiness i SERVICE ORDER INVOICE #17 149137 CSR Broward County 954-570-6232 Date ,► //4— 5-- 0�— i f LAAA City �P7�— Zip �l�'�� Call Before C7 Am O Pm /I 041A G/r f kA1..P� �) k- yvw EVAPORATOR _�24�`�- Ct„i i ou I Motor Amperage p -kt-IT n o " ice T Volts 5RITor Algaecide Tablets N-,\ agreement. If yore cancel this agreement, the set ei may not keep all or part of any cash down payment" Aztii assumes no responsibility for mold, mildew or fungus. plugged condensate drain lines or leaking roofs, eceilings or any water damage. X Any and all wcork performed that is funded through financing are Non -Cancelable. X Technician is ature Rust On Unit I ' _ Aztil reserves all rights of possession of equipment and hL eck Electrical Conne ns V'J lJ materials including parts until payment in full is rendered. Failure to do so may result in collections, mechanical liens bricate Motor on property or litigation at property owners expense. Condensate Drain Line A -:T'1 LaD Strip —7 Heat Pump Other i THERMOSTAT Checked 0 CK" O VISAe ❑ MASTERCARD # I Calibrated / 35 Fee on eturned Checks Replaced Y/ &-P.- 4 L Filters L1 Cleaned 0 Replaced Customer Signature 12 Zf /1-f 0.0 + TOTAL �� G DEPOSIT BALANCE Savings covered under maintenance agreement BALANCE PREVIOUS BALANCE w PAYMENT NEW BALA�' I Certificate of Product Ratings -. , -. V AHRI _ • Reference Number:• : •Date: Product: Single -Package Air -Conditioner, Air -Cooled Model Number: PAJ424000K**OA Manufacturer: TEMPSTAR Trade/Brand name: TEMPSTAR Region: All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD, ME, MI, MN, MO, MS, MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VA, VT, WA, WV, WI, WY, U.S. Territories) Region Note: Central air conditioners manufactured prior to January 1, 2015, are eligible to be installed in all regions until June 30, 2016. Beginning July 1, 2016, central air conditioners can only be installed in region(s) for which they meet the regional efficiency requirement. Series name: R41 OA AC SPP Manufacturer responsible for the rating of this system combination is TEMPSTAR Rated as follows in accordance with AHRI Standard 210/240-2008 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)- 22400 EER Rating (Cooling). 11.50 SEER Rating (Cooling) 14.00 IEER Rating (Cooling). 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 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 confidential reference purposes. 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 Gonfidtntial fefefenGe, AIR CONDITIONING, BEATING. CERTIFICATE VERIFICATION & REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www ahridirectory.org, click on "Verify Certificate" link r 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 — - ©2014 Air -Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 131357818746515999 711512015 R',^•.+,.Ya+,,...•-,e....�m.rm*v... 4-��i•Z}r.++P'�_+.s.c+......r.-...•_ern..++.nov.,..... '-'?T*':�'tts .. :- �'y'44--y "'J7 -`s <•-": ,i;' i"a: '•Y' .•!rr'.` 1._-. {.�•'d''ti. s�i. •" ` -y •f' _ yl` /. '..k'•• '3,w��`t•=�hey�,�t`� J,;?e'r'..iA<' ....,��. r.,. r,; x� _!i-`ra;.t• .i :, ;.'Cny Yc�r^•�r[Y BCIS dome Log In User Registration not Topics BusinWes jr s ° Product Approval rofocci Regulation Florida Building Code Online Submit Surcharge Stats & Facts Publications FBe Staff BCIS Site Map Links Search x" •...di.,, .,de.n o.ii 1FC„ Product Aooroval me-, > Product or Aoot,cation Search > Aoobcat,on List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14239-R3 Revision 2014 Approved BMP International Inc 4710 28th Street N St. Petersburg, FL 33714 (727) 458.0544 benmeng8@yahoo.com Xianbin Meng benmeng8@yahoo.com Structural Components Anchors Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer v Evaluation Report - Hardcopy Received Frank L. Bennardo, P.E. PE -0046549 National Accreditation & Management Institute 12/31/2018 Ted Berman, PE Validation Checklist - Hardcopy Received FL14239 R3 COI Indeo-odf Standard Year ASTM D1761-06 2006 ASTM D1761-88 2000 Florida Licensed Professional Engineer or Architect F! IZ39 K3 Eon Eouiu.W y �® ® ® ® E:NGINEERING EXPRESS® `'- PRODUCT EVALUATION REPORT ENGINEERINra EXPRESSO EXPERT PFZODUCT EVALUATION REPORT April 14, 2015 Application Number* FL #14239 1-R3 FLB Project Number: 15-2378 Product Manufacturer: BMP International Manufacturer Address: 4710 28th Street North St Petersburg, FL 33714 Product Name: Slotted Steel Tie -Down Clips, 1" and 2" Models Product Description. Steel Tie -Down Clip System (For Use with Mechanical Units at Roof or Grade) Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Community Affairs (Florida Building Commission) Rule Chapter 61G20-3.005, F.A.0 , for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: G PRODUCT EVALUATION DOCUMENTS FLB drawing #15-2378 titled "Mechanical Unit Steel Tie -Down Clip. At -Grade and Roof -Top Mounted Applications", sheets 1-5, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E is an integral part of this Evaluation Report E TEST REPORTS Ultimate test loading structural performance has been tested in accordance with ASTM -D1761-88 test standards per test report(s) #TEL 01970387A and #TEL 01970387B by Test1uJj( oratories, Inc�a �•......., o�`�4Q' •' ��.Lrnr�.� •�O„ STRUCTURAL_ ENGINEERING CALCULATIONS RS�sed Eng,{'neer's Seal Valid for Structural engineering calculations have been prepared which _= Pages !�t?. t�t��_2_ evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Minimum Allowable Unit Width 2 Maximum Allowable Unit Height '� •� C�(��\�\ ; ` 3. Minimum Unit Weight #rPE004� ' 4. Maximum Allowable Unit Surface Area `�?,?t,##If4lit 85 5. Clip Configuration and Anchor Spacing 6. Anchor Capacity for Various Substrates 7 Maximum allowable roof -top holghts for Vnrlmg InstnIlAtim wind tom& No 33% increase in allowable stress has been used in the design of this product. 160 SW 12T" AVENUE #106 DEERFrELD BEACH, FL 33442 - . - . - . - r A n r A - ( I - - - r w - r w - • w -. n+ a " ENGINEERING Y EX �=R_E:S.S 4/14/2015 BMP International — Steel Tie Down Clips Page 2 of 2 Impact Resistance: Not applicable to this product Wind Load resistance This product has been designed to resist wind loads as indicated in the design schedule(s) on the Product Evaluation Document (i e engineering drawing) Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document (i e engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document (i e engineering drawing) as noted herein All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times This product has been designed for use within and outside of the High Velocity Hurricane Zone (HVHZ) 160 SW 12T" AVENUE # 106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 wbVW.ENGEXP.COM "A"'. BENNAROU, PC " �nEiP HS1YNrrr BMP INTERNATIONAL, INC. L L EN MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS c`'kQ�8i 75LB MIN, WEIGHT, MECHANICAL UNIT PER SEPARATE CERTIFICATION, TYP H CENTER 0 F GRAVITY ASSUMED TO ACT AT THE W GEOMETRIC CFNTER OF THE MECHANICAL UNIT rs oy tCENTER OF SEE DESIGN 14CCIIANICAL UNIT MUST DE Y SCHEDULE FOR SQUARE OR RECTANGULAR, i vUi GRAVITY' MAXIMUM SURFACE NO IRREGULAR SHAPES L Z / AREA AND DESIGN 0 PRESSURE. TYP Qo 8 w STEEL TIE DOWN CLIPS SEE DETAIL 1/11, 2/3 1 FOR CLIP INFORMATION, 3 TYP 1 I II I I 3" MAX TYP TYP I\-/ HOST STRUCTURE DESIGN / BY OTHERS SEE DESIGN SCHEDULES FOR i III SN 1 ALLOWABLE. SUBSTRATES 3 - MAX g1vv OJT ��+. �GNE 3" MAX TYP �VN� GN MECHANICAL UNIT TYP i� TIE -DOWN ISOMETRIC 7PEOFCLIPANOl1UPIOEROFCLIPS 1" - 1 U" ISO14CTRIC PER CORNER WILL VARY PER CONNECTION TYPES Cl -C4 ON SHEET 2J TIE_ -_DOWN_ CLIP DIRECTIVE EXAMPLE (TIIE FOLLOWING PxAk1PLE ILLUSTRATES THE PROCEDURE USED 10 DETERMINE THE MAXIMUM ALLOWABLE ROOFTOP 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 SCHEDULES,) MECHANICAL UNI"T CRITERIA CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA- RITERIA- VUR-170 MPH_ EXPOSURE B. V111171 • 48' TAIL X 46" DEEP x 46' WIDE, 100 LB (WEIGHT AS VERIFIED BY OTHERS) *C85,00—ii- • INSTALLED TO 3000 PSI MIN CONCRETE WITH (1)•2` CLIP AT EACH CORNER OF UNIT (TOTAL OF (4) CLIPS) 7ROCEDURE ROOF (H) (H)>60FT& SECTION 294 1 FOR INSTALLATIONS AT GRADE (G4�-3,10 WITHIN THE HVHI,(GG)L„ PROCEDURE STEP RESULT _ I DETERMINE T THE C014NEOJ014 TYPE BASED ON 111E DIAGRAMS ON__SHE_FT 2 NECTINTYPE 32 tCPITIRIA DETERMINE WHICH DESIGN SCHEDULE TABLE TO USE S INSTALLATION IS INTENDED FOR A VUIC=170 MPH, EXP05URE 'B THIS DESIGN I z X m W 1' W CORRESPOND$ TO TABLE 5 3 'DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO 0E ,1NST_ALLED_ 40`X46"=16FT, W U THIS UNIT HEIGHT OF 48" IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF 48'. NOTES THIS PRODUCT APPROVAL ALLOWS THE UNIT TO BE INSTALLED ON TOP 4 CHECK MA%,MVM UNIT HC-IGHT RESTRICTION OF AN A/C STAND THAT IS A MAXIMUAF 30•' TALL IF AN A/C STAND IS UTTLIZEDr CHECK TO SEE THAT THE STAND DOES NOT EXCEED 30" IN HEIGHT 5_y CHECK MINIM uM UHIT W3DrH RESrRIRION - I uNIT WIDTH IS 46" WHICH IS GREATER THAN THE MINIMUM ALLOWABLE WIDTH OF 24" _ I THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO 15 FT 6 ,DETERMINE THF ALLOWABLE ROOF TOP HEIGHT OF THE INSTALLATION ADDITIONALLY, THIS UNIT MAY BE INSTALLED ON ROOF TOP HEIGHTS GREATER THAN GOFT AND LESS THAN 100 FT SEE (1) ON TABLE 5 FOR THE NUMERICAL U VALUES OF THIS DESIGN EXAMPLE _ / NOTES:6549 DESIGN PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7.10 hN0 THE FLORI,PNOQFgBUILDING yyTHIS CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITYHURRICANE ZONMSSINDICATED IN TIIE ACCOMPANYING DESIGN SCHEDULES. THE DESIGN CTERIA USEDTbCCALCULATE *C85,00—ii- THE ALLOWABLE ROOF -TOP HEIGHTS CONSIDERS ASCE 7.10 SECTION 29 5 1FOR TOP HEIGHTS $60 FT AND SECTION 29 5 FOR ROOF TOP HEIGHTS ROOF (H) (H)>60FT& SECTION 294 1 FOR INSTALLATIONS AT GRADE (G4�-3,10 WITHIN THE HVHI,(GG)L„ 90 OUTSIDE TME HVM2, (GCI) 15 FOR ALL LOCATIONS (CONCURRENT)QALL y-1 x� OTHER DESIGN VARIABLES ARE IN AC RDANCE WITH ASCE 7-10 CHATER$26&29 1° THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING. THIS PRODUCT APPROVAL ALLOWS FOR FACET UNIT TO BE INSTALLED ON A I z X m W 1' W MAXIMUM 30" TALL A/C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IN THE DESIGN SCHEDULES ul W W U GENERAL NOTES: �i' °o t THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA 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. I u+ U 3 DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST '� ak REPORTS #TEL 01970387A. FTEL 019LOI87q 8Y TESTING EVALUATION LABORATORIES, i H••1 NO INC.. SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE PERMITTED 4 MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL Q CONFORM7D SPECIFICATIONS STATED HEREIN, ALL MECHANICAL SPECIFICATIONS Q (CLEAR SPACE, TONNAGE, ETC) SMALL BE AS PER MANUFACTURER RECOMMENDATION p ti LD AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR, 5 FASTENERSTO BE 412 X " OR GREATER SAE GRADE S UNLESS NOTED OTHERWISE R O Q' C H-3 w L7 TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND, CARBON STEEL ONLY, INSTALLED TO 3000 PSI MIN CONCRETE SEE ANCHOR SCHEDULE FOR ANCHOR j ,.• p a1 REQUIREMENTS ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION ^ a ya �^.,. TO PREVENT ' CTROLYSIS, Z 2 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 n > uJ a a ¢ v COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION. G90 RATED COATING < REQUIRED FOR ALL COASTAL INSTALLATIONS. s 1 ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION, AS A MINIMUM, z = E ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4" MIN THICK AND SHALL HAVE U p MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE, D. g LU 8, THE CONTRACTOR ISRESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, 9 ELECTRICAL GROUND, WHEN REQUIRED. TO RE DESIGNED &INSTALLED BY OTHERS, m U m 10 THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION EXCEPT AS EX PROVIDED HEREIN, NO ADDITIONAL 1 CERTIFICATIONS OR AFFIRMATIONPRESSLY S 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 $ITEIG q ;;aAAAA SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT r•L� 3 ) 12 WATER TIGHTNE55 OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVEDIF OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND P 2 INSTALLATION OF STRUCTURE PROPOSED HEREIN, THIS ENGINEER SHALL NOT BE a i RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS� WATER-TIGHTNFSS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLINGP5 CONTRACTOR. 13 FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE Vult WINDY SPEEDS USED IN THIS APPROVAL, SEE SECTION 26, 7 3 OF ASCE 7.10. ig, ppgg tgltYis I ,P� • COF'ROlrtrpµwL S[H4NOOPE 15-2378 SCALE, 11 1 S I PAOIt PESCRIBTIQRI 1" CLIPS y/ 3" MAX' 3" MAX J'. rvP N\1nJ \ O S SCONNECTION TYPE C1 CL ME UTILIZE (1) AT EACH CORNER FOR A TOTAL OF L4ZPER UNIT z" cLlvs ? 3" MAX /< TYP 0 `3" MAX L7 Uw AWS v0 a QMS �s AX 3" MAX / TYP �/ 1" CLIPS T / 4 3" MAX TVP 3' MAX j. -MA TVP rrP C2 CONNECTION TYPE C2 1" CLIP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (B) PER UNIT ANCHOR SCHEDULE: 1" CLIPS _ SUBSTRATE I DESCRIPTION Lp Z � N ITW BUILDEX TAPCON, jN0 1Y" FULL EMBED TO (4" THICK MIN, �yv LO,N 3000 PSI MIN,) EDGE DISTANCE, 3)'." MIN L SPACING TO ANY -_-_- - ----_ 3" Max_ / TVP uID5 `2" 3" MAX 3" 14AX � TYP ~>< 3" \ en\N �uc1 TYP TYP ANCHOR SCHEDULE: 1" CLIPS _ SUBSTRATE I DESCRIPTION (1).5/I6"0 CARBON STEEL ITW BUILDEX TAPCON, CONCRETE 1Y" FULL EMBED TO (4" THICK MIN, CONCRETE, Sys" MIN, 3000 PSI MIN,) EDGE DISTANCE, 3)'." MIN SPACING TO ANY -_-_- - ----_ _ ADJACENT ANCHOR ALUMINUM (1) # 14 SAE GRADE 5 (0 125" MIN, SHEET METAL SCREW TO THICK, 60G1T6 ALUMINUM, PROVIDE (5) MTN ALUMINUM) 1 PJTCHES MIN PAST T13RPA0 PLANE STEEL: (1) A14 SAE GRADES (0 125' MIN, SHEET METAL SCREW TO THICK, 33 KSI STEEL, PROVIDE IS) MIN, STEEL) PITCHES MIN PAST THREAD PLANE 2" CLIPS SUBSTRATE DESCRIPTIONZ t (1) 5/16'O CARBON Si{ 0 IrW BUILDEX TAPCONT CONCRETE Zya' FULL EMBED TO (4" THICK MIN, CONCRETE, 34- MIN, 3000 PSI MIN) EDGE DISTANCE, 331" MIN, SPACING TO ANY ADJACENT ANCHOR ALUMINUM (2) N 14 SAE GRADE 5 (0.125" MIN, SHEET METAL SCREWS TO THICK, 5061 TB ALUMINUM, PROVIDE (5) MIN ALUMINUM) PITCHTHREES MIIL PLANE PAST AD STEEL (2) C14 SAE GRADE 5 (0.125- MIN SHEET METAL SCREWS TO THICK, 33 K51 STEEL, PROVIDE (5) M. STEEL) PITCHES MIN PAST THREAD PLANE 1. 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 ATTACHING TO MECHANICAL UNIT - UNIT WIDTH ----T 6' MAX 1 6" MAX CLIP OFFSET CLIP OFFSET zlr-0- cuv PAIR SPACING 3" TYP MECHANICAL t--}—CLIPCLIP UNIT PER SPACING SEPARATE CERTIFICATION UTILIZE (4) CLIPS EA SIDE i OF UNIT FOR A TOTAL OF I� (B) PER UNIT - - GJ -C_{-- - -1-LTJ-LJ CCONNECTION TYPE C3 C4 CONNECTION TYPE C4 ALTERNATE (8) CLIP DETAIL C3 2" C JPS - UTl•.;ZE (I) AT EACH CORNER FOR A TOTAL OF 4 PER NIT L)— 2" CLIPS - UTILIZE (2) AT EACH CORNER FORA TOTAL OF (B PER UNIr 3 N 7 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 (B) CLIPS PER UNIT IG'[ I�vI t k K w M. 2x Mmgg� Ww Noy O U 3 u z H J a Q��P °n z = p n W o a zv� aZ ca s L m w pOPYNONIIANKLIU.NIIKV' /E 15-2378 SCALE) NIS 1 PAGE 065CR1E7I04 "OR ANY CLIP LONGER THAN 30" / 0 19" UTILIZE (5)-412 SAE 1 )^ TVP GRADE 5 SHEET iP METAL SCREWS, TYP 14 0 068" THICK ASTM A2111 STEEL, 11a L) 0 (3)•012 SAC GRADE 5 o SHEET METAL SCREWS FOR CLIPS VP 70 '." > LONG UTILIZE (5)412 / b' SHEET METAL.SCREWS ✓ 0) FOR CLIPS LONGCR -- n�AN Y"0 HOLF, WITH ANCHOR FROM I. 0 75„J/ _ CLIP ANCHOR SCf3EDULE, TYP B (OTHER DIMENSIONS 0375' 136* SIMILAR) ALUMINUM SHEET WITH Fty=30 KSI, 0 125'-- 1" CLIP ISOMETRIC DETAIL MIN THICKNESS, STEEL HOUSING UNITS 3 N I- S ISOMETRIC SHALL BE ASTM A653 FY-33KS1 MIN, 0 115''' STEEL, GRADE 33 22GA MIN (t=0 0299") I � 0 072" OR II Ll t 0 113" r WCK -• ' �L ASTM A283 m STEEL, TYP (g) 412 SAE GRADE 5 SHEET METAL SCREWS " FOR CLIPS 4" LONG UTILIZE (4)-#12 SKEET �/ RI _METAL SCREWS FOR !WII CLIPS LONGER THAN 4", N / TYP J III lI� W'0 HOLES, NOT TO BE USED FOR ANCHORS, TYP 375" 00. 0 50" —0 50" FACTORY MILLC0 Y"O HOLES, UTILIZE (1) OR (2) ANCHORS FROM 2" CLIP ANCHOR SCHEDULE. TYP � p0 0 50" 2 2 CLIP ISOMETRIC DETAIL 3 NJ T S ISOMETRIC MECHANICAL UNIT BY OTHERS ALUMINUM HOUSING UNITS SHALL BE 6063.76 MIN. ALUMINUM SHEET WITH Fty=30 KSI, 0 125'-- (3)-#12 SAE GRADE 5 SHEET METAL SCREWS FOR CLIPS 4" MIN THICKNESS, STEEL HOUSING UNITS (3)-412 SAE GRADE 5 SHEET SHALL BE ASTM A653 FY-33KS1 MIN, -METAL SCREWS FOR CLIPS UP TO STEEL, GRADE 33 22GA MIN (t=0 0299") S" LONG, UTILIZE (5) 412 SHEET 0 Old" OR 0 113" - ��. METAL SCREWS FOR CLIPS THICK ASTM A283 LONGER THAN 5". PROVIDE (5) STEEL CLIP. TYP BASE OF UNIT SHALL- BE FLUSH WITH BASE F' PITCHES MIN, PAST THREAD PLANE 0 068" THICK ASTM —A•L) FOR EACH SMS, TYP A283 STEEL CLIP, TYP , l ANCHOR PER BASE OF UNIT SHALL _ BE FLUSH WITH BASE \ OF CUP, NO SPACE ANCHOR �f �'fi1) 3/B" SCHEDULE SUBSTRATE PER ANCHOR PERMITTED, TYP SCHEDULE (VARIES) �/ ✓' �• SUBSTRATE PER ANCHOR SCHEDULE I (VARIES) 1" TIE -DOWN CLIP ANCHOR DETAIL 3 3" - V 0" UE, AIL CUP 15 DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP MECHANICAL UNIT BY OTI-IERS ALUMINUM HOUSING UNITS SHALL BE 6063 T6 MIN ALUMINUM SHEET WITH Fly- 30 KSI, 0 125' MIN THICKNESS, STEEL HOUSING UNITS (3)-#12 SAE GRADE 5 SHEET METAL SCREWS FOR CLIPS 4" SHALL BE ASTM A653 Fy=33KSI MIN STEEL, GRADE 33, 22GA MIN, (t=0 0299") LONG UTILIZE (4) 412 SHEET 7 METAL SCREWS FOR CLIPS - LONGER THAN 4" PROVIDE (5) PITCHES MIN PAST THREAD PLANE 0 Old" OR 0 113" - ��. ��j __ FOR EACH SMS, TYP THICK ASTM A283 STEEL CLIP. TYP BASE OF UNIT SHALL- BE FLUSH WITH BASE j (1) OR (2)ANCHORS PER ANCHOR OF CLIP, NO SPACE -' 3/8" SCHEDULE PERMITTED, TYP SUBSTRATE PER ANCHOR SCHEDULE (VARIES) 2" TIE -DOWN CLIP. a ANCHOR DETAIL 3 3" = 1'-0' DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF 'ACI I MECHANICAL UNIT, TYP O W Y l, "W 6 U z �VH .y } Q O ZO^° 8 OZii^ p O W u = N z 0 a- o G m �L 1 g8 CM0.OMi1NlAA !EIlWIPOPE 15-2378 SCALL Nt& I PAQ! [ItlCR1PT10N }F TABLE 1: Vult=175 MPH, EXPOSURE C {FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE•) 'THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND MIAMI DAD E COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TAB, LE WITHIN CERTAIN FLORIDA COUNTIES. TABLE S : Vult=170 MPH, EXPOSURE C :r OR USE W IT1-I A RISK CATEGORY II STRUCTURE') I ALLOWABLE ROOFTOP IIEIGHT J111 ALLOWABLE ROOFTOP HEIGHT (H TYPE MAXIMUM TIE DOWN CONFIGURATION TYPE MAXIMUM C3C4 ' MAXIM UM I AT GRADE H 5200 FT I SURFACE AREA OF UNIT UNI? UNIT UNIT C1 I C2 UNIT'$LkgGES' HEIGHT WOTI, C7 C7 C3 C4 rAC E 60" MAX 48" MIN 30 FT' I N/A N/A _ FACC N/A N/A i N/A ATGRADE I THIS TABLE 15 PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AMD MIAMI DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY - Y 6 F T -I - 24" MAX 12" MIN N/A I AT GRADE AT GRADE H 5 200 FT 9 Fr' T2' MAX 15" MIN N/A _'_ATGRADE ATGRADE _FT I APT' 9 FT- ATGRADE H1200 FT I H530 FT _11560FT H5200 FT I Li_T' H 5200 FT -1-- H 120 FT ATGRADE H540 FT I ATGRADE H5200 FT 9 PT' 48" MAX 24" MIN N/A AT GRADE ATGRADE H S 160 FT 12 F -T' H5200 FT 9 FT' N/A AT GRADE I AT GRADE H 5 40 Fr 2T. F 71 _. _. __ N/A ATGRADE N/A AT GRADE 20 G'T' GFT- N/A N/A AT GRADE N/A AT GRADE 15 F 7' 60 FT <GRS IDE FT _ N/A AT GRADE NIA AT GRADE j 30 GTI GC' MAX 48" IY11N N/A — - N/A - N/A . I ATGRADE I 36 FV -- _ _ _ 1 1540rT N/A N/A N/A I ATGRADE 'THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND MIAMI DAD E COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TAB, LE WITHIN CERTAIN FLORIDA COUNTIES. TABLE S : Vult=170 MPH, EXPOSURE C :r OR USE W IT1-I A RISK CATEGORY II STRUCTURE') "AS AN EXAM PLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY CHECK WITH LOCAL AUTHORITY N AVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CE RTAIN FLORIDA COUNTIES TABLE 2 : Vult=175 MPH, EXPOSURE D (FOR USE WI -THA RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE') j ALLOWABLEROOF-TOPHEIGHT(H) ALLOWABLE ROOFTOP HEIGHT (H TYPE MAXIMUM SURFACE AREA OF UNIT UNIT I TIE DOWN CONFIGURATION TYPE C3C4 ' MAXIM UM I AT GRADE H 5200 FT I IT N/A Hi S 30 FT 4 FT' ATGRADE 115200 FT SU RPACE A PEAOF UNIT UNIT C1 I C2 C3 C4 UNIT LARGEST !HEIGHT W'DTH N/A 25 FT' N/A N/A _ATGRADE N/A ATGRADE 60" MAX 48" MIN 30 FT' I N/A N/A _ FACC N/A N/A i N/A ATGRADE I THIS TABLE 15 PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AMD MIAMI DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES 11 5 200 FT I-_ 6FT- 24"MAX 12" MIN ^,N/A j H520O FT GIiADE H5200 FT 32" MAX 15" MIN N/A ATGRADE N/A _FT GO FAT FT ___... 9 FT- 32" MAX IS" MINI N/A H5 15 FT AT GRADE H 5200 FT -1-- H 120 FT _ H5200 FT I I 6 FTI 60 FT<H 5200 H 5 200 FT FT 4F1'- ATGRADE HS 200 FT H5200 FT H5200 FT 9 FT' 48" MAX 24" MIN j N/A H<_ISFT ATGRADE H1200 FT _. _. __ r 60 FT -i ri 5 200 FT ....N540Fi...._.. 12 FT' GFT- N/A ATGRADE II 5200 FT H5200 FT 60 FT <GRS IDE FT 16 FT 60 FT<H 5200 FT NA / 9FTr 48" MAX 24' MIN N/A Ia520 FT AT DEFT H5200 FT N/A 1 1540rT 60 PT<R 12 FT' . 15 FT' NIA AT GRADE I60 FT<H5200 FT N/A H5200 FT i 1 1 G FT' 60" MAX 48" MIN NIA I AT GRADE N/A H 5 200 rT j 20 FT 2 N/A N/A N/A I AT GRADE N/A H 1200 FT 25 FT' N/A N/A N/A HS30 FT N/A 60" MAX 48" MINI EO fic 115200 FT - . - - I 33fTz N/A N/A N/A ATGRADE 60 F7 <H 5180 fT 36 FT - j N/A j N/A N/A AT GRADE "AS AN EXAM PLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY CHECK WITH LOCAL AUTHORITY N AVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CE RTAIN FLORIDA COUNTIES TABLE 2 : Vult=175 MPH, EXPOSURE D (FOR USE WI -THA RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE') j ALLOWABLEROOF-TOPHEIGHT(H) _ TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNIT UNIT I UNIT'S LARGEST HEIGHT I WIDTH Cl (2 C3C4 ' FACE 6 FT-' 24" MAX 12" MIN _N/A _ AT GRADE AT GRADE H 5200 FT 9 Fi' 32" MAX 15" MIN N A GRA / Ai DE IT N/A Hi S 30 FT 4 FT' ATGRADE 115200 FT ATGRADE H5200 FT 6 FTI N/A _ « 1 5 15 FT ^ ATGRADE H!; 200 F T 9 FT' 48" MAX 24" MIN N/A AT GRADE_ ATGRADE H 5 80 FT ! 12FT' N/A- qT GRADE N/A ATGRADE ( 16 FTI N/A ATGRADE N/A ATGRADE ' 20 FT' N/A ATGRADE F N/A 25 FT' N/A N/A _ATGRADE N/A ATGRADE 60" MAX 48" MIN 30 FT' I N/A N/A I N/A ATGRADE I N/A N/A i N/A ATGRADE I THIS TABLE 15 PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AMD MIAMI DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES 11 5 200 FT TABLE 4 : Vult=170 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY II STRUCTURE') 'AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES VF71^" a V z n n V J 3 b Q O�LL� p ,� w � a 1 0 ZFwP UJ O N z e l O Iti Z L m u AL 3 blb SIFI~i&I.I U $ (OPINN,I1MKT 1. HEAP -ADOP E 15-2378 SCA 1, N Ts I rAQ/ J2F$CRIPTIQNI L� J, ALLOWABLE ROOF -TOP HEIGHT (IO TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNIT UNIT UNIT'S LARGEST HEIGHT WIDTH C1 (2 (3 C4 FACE_ _ — _ _ ' - . 6 FT' 24" MAXI 12" MIN T N/A H 5 200 FT 61ADI 11 5 200 FT 60AT ao f T 9 FTI 32" MAX 15" MIN N/A ATGRADE N/A H 5 200 FT 600 FT <H5200 FT 4 FT' ATGRADE `60 FT<HS100 FT15 H5200 FT -1-- H 120 FT _ H5200 FT I I 6 FTI N/A H 5 200 FT FT __ H 5200 FT fA F <SH 5 200 FTI 9 FT' 48" MAX 24" MIN j N/A H<_ISFT ATGRADE H1200 FT 60 FT -i ri 5 200 FT 12 FT' I N/A N/A H 5 200 FT 60 FT <GRS IDE FT 16 FT I NA / NA / NA / HS40 FT '60 FT<H 5200 FT! 20 IT' N/A ATGRADE N/A 1 1540rT 60 FT <115200 FT� 15 FT' N/A N/A - N/A qT GRADE 60" MAX 48" MIN 60 FT c N S 100 FT 30 FP N/A N/A N/A ATGRADE f GOFT<H S100F7 I 36 FTI N/A N/A N/A ATGRADE 'AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES VF71^" a V z n n V J 3 b Q O�LL� p ,� w � a 1 0 ZFwP UJ O N z e l O Iti Z L m u AL 3 blb SIFI~i&I.I U $ (OPINN,I1MKT 1. HEAP -ADOP E 15-2378 SCA 1, N Ts I rAQ/ J2F$CRIPTIQNI L� J, TABLE 5 . Vult =140 MPH, EXPOSURE B TA_BLE_6 : Vult=140 MPH, EXPOSURE C IFOR USE WITH A RISK CATEGORY 0 STRUCTURE-) (FOR USE WITH A RISK CATEGORY 0 STRUCTURE') __-- I ALLOWABLE ROOFTOP HEIGHT(a) I ALL OWABLE ROOF TOP ,EIGHT (H) _ TIE DOWN CONFIGURATION TYPE I TIE DOWN CONFIGURATION TYPE MAXIMUM I MAXIMUM I SURFACEAREAOF UNIT CI C2 SURFA CEAR UNIT UNIT UNIT "S LARGEST d HEIGHT WDTH C3 C4 E T UNIT SLARGEST HEIGHT WIDTH I Ci I C2 C3 C4. FACE _-__---+ I fACE J GFT 11515 ri 24'MAX 12' MIN 60 F7<H 5120 FT —__ 115200 FT II<_200FT� H5200FT 6FT' �24"MAX 12"MINI AT H5200FT HSj00FT H5200FY%y� 9 FT' 32"MAX 15"MIN ATGRADE H1200 FT H5200H520p 4�,T FT 9FT- 132"MAX 15"MIN N/A H52 OO FT�60FT<H '{515 FT4FT FT 520OFT'{_200 H5200 FT HS200 FT 115200 115100 FT 4fT' 115200 FT IIS200 TT I II5200 FT 115200 FT —11540 FT GO FT [ 40 FT FT Ii 5200 FT N5200 FT— I H<2ppfT I 6 FTV ATGRADE H 1200 FT _ ' HS 200 FT V� H5200 FT iY( 60 FT<H 5180 FTI I I 9FT' fi /J8"Mf.Y. 24- MIN AF GRADE GO FT<H 560 r7 H<200 FT H5200 FT 115200 FT i - —_—'_ 9FT' 43'MAX 24"MIN ATGRADE --- , 114200 FT H540 FT I60 V-_ 115200 FT --_--.. FT<H 5200 IT e 12 FT'AT GRADE It 1200 FT H 5 40 Fr GO FT<H52DOFT IV 1200 FT 12 FT' J N/A H52DO Fr ATGRADE . H520OFT _ _. - 60FT<HS140FT * 16 FT' N/A H52U0 FT 11515 FT 60 FT <H 5100 FT H5100 FT 1GFT' N/A HSI5FT ATGRADE , 115200 FT y 60 fT<-{5200 FT I jp FT, N/A li 5 200 FT H 515 FT GO FT<H 5180FT H 5100 F T ( 20 FT' , N/A f 11 5 30 FT ATGRADE HS 100 FT I I 60 FT<H 5200 FT (I1540 25 FT' N/A FT SOFT <H5200 ATGRADE FT 60 FT <H 580 rTI I H S 200 FT 25 FT' I N/A AT GRADE AT GRADE H 5 200 FT 64" MAX 4$" MIN I 60" MA 4B" MIN 60 Fi[H5140 FT • 30 FT' ' N/A 11515 FT ATGRADE 60 FT<H S IGOFT 115200 FT 30 FT' i N/A ATGRADE N/A H1200 FT 36 FT' N/A AT GRADE 60 FTc H S80 FT ATGRADE H<jpO FT ;GFT' N/A ATGRADE N/A H530 FT �I fiO FT <H 5200 FT TABLE 7 : Vult=140 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY II STRUCTURE') ALLOWAOLE ROOF TOP HEIGHT )H) TIE CONFIGURATION TYPE MAXIMUM SURF ACE AREA Of UNIT UNIT UNIT S LARGEST HEIGHT WIDTH C1 C2 I CI C4 FACE I GFT' 24" MAX 12" MIN N/A I 115200 FT 115 FT Y _ T HS200'T G.FT<130 11200 FT 9 FT' 32" MAX 15" MIN N/A 11 1200 FT AT GRADE H 5 200 'T V ; I60 FT<H 5140 FT I 4FT' H140FT 60 FT "S200 FTI 115200 FT I 115200 FT H6200 'T 6 f i' AT GRADE 60 FT<IIS IOD FT� It 5 200 FT H 5 200 FT H 5 200 i'T 9 FT' i 48" MAX 24" MIN N A I / i H 5 200 FT H515 Fi �60FT<H 5200 rTI 11 5 100 T 12 FP N/AFT H S 40 FT I AT GRADE II 5 200 T GO FT<H 5200 FT 60 FT<H 580 FT 16 FT' I N/A ATGRADE I N/A H 5 200T 60 FTCH5200 FT 20 F T' N/A AT GRADE + AT GRADE H -1200 FT 60 FT < H 5 200 FTI 2S FT' N/A AT GRADE N/A H 5 200 FT 60' MAX I 43" M'N � - � 60 FT<H 580 FT I I 30 FT' N/A I N/A N/A H 5 40 FT "AS AN EXAMPLE, TIF$ET/4BLES ARE PERMISSIBLE TO BE USED WITHIN _ _ I60 FT<H 5200 FTI BREVARD COUNTY CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION _ _ _ 1 r _ I AT GRADE 1 rOF THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES, 36 FT' N/A N/A I N/A BO FT <li < 200 FT A x `I� �,• I Ill's C0VYWDNIFR,V1(L FENRWDDPE 15-2378 SCALE: NIs 1 PAOC 0950IPTION1 AL r OP ID: JG CERTIFICATE OF LIABILITY INSURANCE I DATE MM/ 031/30/22017017 Y) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT GALLO INSURANCE SERVICES, INC. NAME STEVEN L GALLO WEST QUANTUM PLAZA I (A/C No. Ext1:561-732-1100 FAX, No). 561-734-3669 2455 QUANTUM BLVD. E-MAIL BOYNTON BEACH, FL 33426 ADDRESS_ SGALLO@GALLOINSURANCE.COM GALLO INSURANCE SERVICES, INC. I PRODUCER AZTILI1 CUSTOMER ID #: INSURER(S) AFFORDING COVERAGE NAIC # INSURED AZTIL, INC. INSURERA SOUTHERN OWNERS INS. 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PALM BEACH, FL 33415 I INSURER C I INSURER D INSURER E I INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR iNSR vvvn POLICY NUMBER (MMIDD/YYYY) (MM/DDIYYYY) I GENERAL LIABILITY A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FKOCCUR GE.N'L AGGREGATE LIMIT APPLIES PER 7 POLICY I 7 .IrPOLICY fLOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS UMBRELLA LIAB OCCUR EXCESS LIAB HCLAIMS-MADE DEDUCTIBLE RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y f N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDEDNIA (Mandatory in NH) If yes describe under DESCRIPTION OF OPERATIONS below 104682-72729414 04/04/2017 04/04/2018 EACH OCCURRENCE $ 1,000,00 DAMAGE TO RENTED PREMISES (Ea occurrence) $ 300,00 MED EXP (Any one person) $ 10,00 PERSONAL &ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 PRODUCTS - COMP/OP AGG $ 2,000,00 $ COMBINED SINGLE LIMIT $ (Ea accident) BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ (PER ACCIDENT) EACH OCCURRENCE $ AGGREGATE $ WC STATU OTH. 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