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REV-17-114BUILDING PERMIT APPLICATION •BUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL ❑ ROOFING EEVISION L...ami Shores Village Building Department 1.0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECET\TE. JAN 1 7 2017 BY:Q—J4 FBC 20 ILI Master Permit No. 8 P — - - Sub Permit No. ��. � f. — (1(.1 PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: lit( () N E 1� S7 ❑ EXTENSION ❑ RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Folio/Farcei#: 11-3ZnS —0/5 - 0310 Occupancy Type: Load: Construction Type: Miami Dade Zip: 33) 3$ is the Building Historically Designated: Yes NO . ✓ Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Ir `t,LT 1l.li & 0 Phone#: Address: \ 0 11E 'It Si - City: l'G. vA. i S t\ v rtS State: Flo./ Tenant/Lessee Name: Email: Zip: 3\ 3 g Phone#: CONTRACTOR: Company Name: ESSIG POOLS, INC Address: 1800 NE 151 ST Phone#: 305-949-0000 ZI; City: NORTH MIAMI State: FL Zip: 331625 Qualifier Name: DANIEL ESSIG Phone#: 305-949-0000 State Certification or Registration #: CPC052505 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: ` qi Address: ,: - 1.<•... .. •"- • City: Value•of,Workfor thisPermit: $ Type of'Work: �, 0 Addition; ❑ Alteration ❑ New r ,,, A Description of Work:: r\' 4 -' '� a> C� - A' 1-„ v ' �' + ,.;. ' : l .%�y� YL A / �^ SLUT i• v QU4 tAEr ill"-1 %_\-"/,... r. ii:. `ti;l.,rf' State' • Zip: q� r ✓ — 7 Square/Linear Footage ofWork 'fF ,•�� • ❑ Repair`/Replace 5 ` n;Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ �-S Scanning Fee $ •(l7 • Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ I (Revised02/24/2014) if Bonding Company's Name (if applicable) Bonding Companyddress City ti State Zip • Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 4 ~ Applicationisherebymade 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 the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. i "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. signature \ - 4-et / Signature O NE or AGENT U CONTRA The foregoing instrument was acknowledged before me this I� he foregoing instrument was acknowledged before me this 1 day o ' ' -' , 20r47 by day of , 20 ) —1 , by I I , who is personally known to . DANIEL ESSIG , who is personally known to Sotttrrunao, me or who has produced`',1,:•L u,,,, J as me or who has produced ..•`A NY �s/yF�bi, • `,`�+V �...•.•• 9 F, identif cation and who did take an•oa • •"•"••: 9 �i� identification and who d'• take an oat ; GO O y y pMMISSj�•.;Lq •� �artber?� ��R� NO PU LIC: f )0 Q�ember?'%� ' L�% NO AkY PU LIC: %" `'� • yN - �• o'�:N : eb•� Sig III _ A) `11 ,►_.'_�sws3�z� /08 : *� Sig �.. I (�/� —' ��'�' •':bd.*:..mto.. V'kJ••.•OQ��Pri t: ���iSrATFQF�����▪ � Print: • . "hi' ATE Ot ���` ' 1/IIII11111�1���' Seal: , JIJJrl1111►��1� Saal: / APPROVED BY �/ �' l%//ia7s Examiner (Revised02/24/2014) Zoning Structural Review Clerk (ALUMINUM STANDS FOR MECHANICAL UNITS) 11 A/C UNIESIGN S NON-HVHZ USE ONLY -(MAX. SIZE PER DESIGN SCHEDULE) A/C UNIT DEPTH r TOP OF ROOF FINISH 4 ANCHORS PER PLATE (SEE ANCHOR SCHEDULE FOR ANCHOR SPECS) NC UNIT (SEE DESIGN SCHEDULE ON SHEET 4&5 FOR A/C UNIT SIZES AND WEIGHTS) STAND DEPTH PER DESIGN SCHEDULE 2) 1/4-20 THRUBOLTS TO INTERLOCK SQUARE TUBING OOF HOST STRUCTURE BASE PLATE "STD/HD" ASSEMBLY E LEVATI O N SCALE: 1"=1'-0" END ELEVATION ®UTILIZE NEXT -HIGHEST STAND HEIGHT FOR LARGER ROOF THICKNESS. FOR ROOFING WITHOUT INSULATION OMIT 3" THICKNESS AND UTILIZE CLEAR HEIGHT FROM FINISHED FLOOR. SPECIAL CONDITIONS REQUIRE SITE -SPECIFIC ENGINEERING. A/C UNIT DEPTH /C UNIT HEIGHT REF. CONFIGURATION DETAILS STAND WIDTH & LEG SPACING PER CONFIGURATION DETAILS r-A/C UNIT WIDTH tn co wF-a z pew Z In w w (wv O. TOP OF ROOF FINISH 3" MAX. ASSUMED 4 ANCHORS - ROOFING PER PLATE THICKNESS (SEE ANCHOR SCHEDULE FOR ANCHOR SPECS) w = z RAILS MAY BE SPACED AT 24", 36", 48" ONLY, CENTERED ABOUT FIXED FRAME r. (MAX. SIZE PER SCHEDULE) c. 1----4----I I I _W I I . (1) u� I I rN rt © BASE PLATE tFIXED ASSEMBLY ELEVATION SCALE: 1"=1'-0" In = 1- co r. 03 Zw w a Z Q � = (.9 1-- w Z N w -J Q 0 = u ��v w 0- 1 3" MAX. ASSUMED ROOFING THICKNESS END ELEVATION USER NOTE: ,ttt1111N1////,, THIS DOCUMENT SHALL BE USED AS A CERT�I ��TI06111 %, THE FOLLOWING:GROUND MOUNTED A/C STAND IN � ����/1Hl GROUND MOUNTED INSTALLATIONS (A .:t.,., 4'6\** 08/28/2015 FRANK L BENNARDO, P.E. PE# 0046549 DOCUMENT CERTIFIES ALLOWABLE UN, /S RNDNNn�446549 - _ 0etl® CONFIGURATIONS AND PROVIDES (3) GE IcIN TA VES,�OR THE ALLOWABLE EXPOSURE CATEGORI + Olt D) FOR (('' SE WITH INSTALLATIONS WITHIN A WIND ZONE EQU/8TM£ OF S Vult=175 MPH OUTSIDE THE HVHZ (M#�O>IPilt� ITY P :•��� rr1n1 HURRICANE ZONE) ONLY. %�,� •O R�� ' •� �� u ROOF -TOP MOUNTED A/C STAND INSTA $,.•F,OIEN• ��'`� ROOF -TOP INSTALLATIONS (UP TO 100 FT MA 1 t‘��`- DOCUMENT CERTIFIES ALLOWABLE UNIT/STAND lllln CONFIGURATIONS AND PROVIDES (3) DESIGN TABLES FOR THE ALLOWABLE PRESSURE OF EACH CONFIGURATION. THE ALLOWABLE WIND PRESSURE FOR EACH CONFIGURATION CAN BE CROSS REFERENCED WITH THE "WIND LOAD DESIGN PRESSURE FOR ROOF -TOP MOUNTED UNITS" TABLE IN ORDER TO DETERMINE THE ALLOWABLE MRH OF THE SUPPORTING STRUCTURE AND THE ALLOWABLE EXPOSURE CATEGORY (C OR D) FOR USE WITH INSTALLATIONS OUTSIDE THE HVHZ WITHIN A WIND ZONE EQUAL TO Vult=175 MPH. MILAR L STAND DEPTH SPREAD OR FIXED ASSBLY OPTION t-- 2.500" -I 0.555" 1/4" THICK 7/8" 0.094"r -�--ON. 125" O r--I _ r0.188" {-1.375"-{ 1 RAIL (I -BEAM) B1 (SEE SCHED.) ti (SEE SCHED.) ea) TUBE AT CENTER OF P1 (REF. TABLE) PLATE (SEE 45 O DETAIL 2/3) J 0.156" m w0 COW ICJ In �-u tn CROSSMEMBER OUTER TUBING B2 (SEE SCHED.) 6"=1'-0" 6"=1'-0" (TYP.) 7/8" TYP.) 0 L: w a 1 0.250" 0.156' t 0.250" I--1.500" --4 0.250" 2.000" C-CHANNEL 6"=1'-0" 0.750" TYP. 3a-20xX" GALV. BOLT BASEPLATE -HOLE FOR ANCHOR WITH 6"=1'-0" DIAMETER Y6" LARGER THAN ANCHOR DIAMETER L t2 (SEE SCHED.) CROSSM EMBER INNER TUBING 6"=1'-0" O.D. (SEE SCHED.) 6"=1'-0" THK (SEE SCHED.) GENERAL NOTES 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE FIFTH EDITION (2014) FOR USE OUTSIDE OF THE HIGH VELOCITY HURRICANE ZONE ONLY . 2. MAXIMUM DIMENSIONS AND WEIGHT OF MECHANICAL UNITS SHALL CONFORM TO SPECIFICATIONS STATED HEREIN, MINIMUM 100LB OR MAXIMUM AS LISTED HEREIN. 3. CONTRACTOR SHALL ENSURE THAT EACH INSTALLATION ASSEMBLY MEET THE MINIMUM CLEARANCE HEIGHT PER FBC SECTION 1509.6.5 FOR NON-HVHZ APPLICATIONS. • • 4. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTROC•- E WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDMAtQt • BY THE PERMITTING CONTRACTOR. 5. REACTION FORCES LISTED FOR USE WITH HOST STRUCTURE VERIFICATJQI� • ARE CALCULATED USING ASD METHODOLOGY. DESIGN PROFESSIONAL OF RECORD • SHALL VERIFY APPLICABILITY AND/OR ADDITIONAL FACTORS FOR USE WITH HCST STRUCTURE VERIFICATION. 6. ALL FASTENERS TO BE #12 SAE GRADE 5 CADMIUM PLATED OR OTHEIA11%. • CORROSION RESISTANT MATERIAL (UNLESS NOTED OTHERWISE) AND SHALL COMPLY WITH 3.3.1, SPECIFICATIONS FOR ALUMINUM STRUCTURES, THE • • ALUMINUM ASSOCIATION,INC., FBC R4406.1.8 IN ADDITION TO APPLICABLSi • FEDERAL,STATE, AND LOCAL CODES. STAINLESS STEEL FASTENERS SHALL ASTM F593 316 SS COLD WORKED CONDITION. PROVIDE (5) PITCHES MINIMUM • • • PAST THE THREAD PLANE FOR ALL SCREW CONNECTIONS. • • • 7. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6061-T6. 8. ALL EXISTING CONCRETE SUBSTRATE SHALL HAVE MINIMUM Pc COMPRESSIVE STRENGTH OF 3000 PSI (4" MIN. DEPTH) AS VERIFIED BY OTHERS. 9. ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE WITH FBC SECTION 2003.8.1.3 & 2003.8.1.4 WITH WELD FILLER CONFORMING TO THE ULTIMATE DESIGN STRENGTH IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I -A, TABLE J.2.1. SUGGESTED WELD FILLER: 5356 ELECTRODES. ALL ALUMINUM CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE TOLERANCES, QUALITY AND METHODS OF CONSTRUCTION AS SET FORTH IN FBC SECTION 2003.2 AND THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE -ALUMINUM (D1.2). MINIMUM WELD IS A" THROAT FULL PERIMETER FILLET WELD UNLESS OTHERWISE NOTED. 10. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 11. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 12. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 13. 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. 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 15. AC STANDS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER FRAME ASSEMBLY CONTAINING THE FOLLOWING: PRECISION ALUMINUM, MIAMI FLORIDA FLORIDA BUILDING CODE APPROVED •••• 0• • • ce• . • a •.•• M O1 d a, •v .00 -J M ww Z . dP o• o (f) • • V •• W el - • • • 1•• • ,•• •• •. •• • • "•• • •• • 0 x 1 2 0 c`3 I COPYRIGHT ENGINEERING EXPRESS') 15-2480b SCALE: f J r x `If 6 0" MkX STANDWIDTH 700 LB MAX, 100 LB MIN. WEIGT STAND CONFIGURATION TYPES & COMPONENT SCHEDULE NOTE: USE ANY COMBINATION OF UNITS TO FIT STAND PER MANUFACTURER'S REQUIREMENTS. THE NUMBER OF UNITS MAY BE LESS THAN SHOWN, BUT MAY NOT EXCEED CONFIGURATION LIMITS AS SHOWN. WHEN USING MULTIPLE SIZES ON ONE STAND, UTILIZE MAXIMUM UNIT SIZE TO DETERMINE ALLOWABLE DESIGN FROM DESIGN TABLES. STAND CONFIGURATION A r s z = DWtn z = N 1 o1- z = < (0 1—w--{ 350 LB MAX, 100 LB MIN. WEIGT 350 LB MAX, 100 LB MIN. WEIGT • rI t r: 6' 0" MAX }—w --} ✓ 350 LB MAX = 100 LB MIN. 1 WEIGT }—w—} 350 LB MAX, 100 LB MIN. WEIGT 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT z� I-wPI- , cn ▪ �EQ—EQ t-EQ 9' 0" MAX 350 L8 MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGT 350 LB MAX, 100 LB MIN. WEIGHT r I M f EQ _EQ 12 _EQ _EQ f 0" MAX 1—w—} 350 LB MAX, 100 LB MIN. WEIGT 350 LB MAX, 100 LB MIN. WEIGT 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGT T o (.9 I- Ill ▪ rt +► r e v q v 1-EQ_1 EQ—}—EQ_3 EQ— —EQ w --! 15'-0" MAX 350 LB MAX, 350 LB MAX, 350 LB MAX, 350 LB MAX, 350 LB MAX, 350 LB MAX, 100 LB MIN. 100 LB MIN. 100 LB MIN. 100 LB MIN. 100 LB MIN. 100 LB MIN. WEIGT WEIGHT WEIGT t WEIGHT WEIGHT WEIGHT EQ —4_EQ -EQ _3EQ _—EQ —EQ t 27'-0" MAX MAINTAIN ALL LEG SPACING/UNIT CONFIGURATIONS AS SHOWN [TWO LEG PAIRS PER UNIT - i.e. (6) UNITS OVER (7) EQUALLY SPACED LEG PAIRS] STAND CONFIGURATION B 1 NOTE: A/C UNITS WITHIN STAND TYPES MAY BE COMBINED BY USING MAX ADDITIVE WEIGHTS AND WIDTHS;ALL HEIGHT VALUES SHALL REMAIN AS SHOWN HEREIN --w1-1}—w1—} -----2 x W1-1 350 LB MAX, 100 LB MIN. WEIGT 350 L8 MAX, 100 LB MIN. WEIGT Is T EQUIVALENT TO.... 700 LB MAX, 100 LB MIN. WEIGT T o= 1 N z w z= <I 1 350 LB MAX, 100 LB MIN. WEIGT 350 LB MAX, 100 LB MIN. WEIGHT 1— 6' 0" MAX --I W--4 ✓ o= z0 (11 r-- 350 LB MAX, 100 LB MIN. WEIGT 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN, WEIGT EQ. �- 9' 0" MAX r z 350 LB MAX, 100 LB MIN. WEIGT 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGT 1 350 LB MAX, 100 LB MIN, WEIGT M M 12 0" MAX 350 L8 MAX, 350 LB MAX, 100 LB MIN. 100 LB MIN. WEIGT WEIGHT 350 LB MAX, 100 LB MIN. WEIGT 350 LB MAX, 100 LB MIN. WEIGT 350 LB MAX, 100 LB MIN. WEIGT EQ. 1 M 1 1 EQ.--EQ.-----EQ.---3EQ I 15'-0" MAX }- w—} 350 LB MAX, 100 LB MIN. WEIGT 350 LB MAX, 100 LB MIN. WEIGT M 350 LB MAX 100 LB MIN WEIG 27'-0" MAX MAINTAIN ALL LEG SPACING/UNIT CONFIGURATIONS AS SHOWN [ONE LEG PAIR PER UNIT - i.e. (6) UNITS OVER (6) EQUALLY SPACED LEG PAIRS] STAND CONFIGURATION C STAND TYPE/COMPONENT SCHEDULE PART DESCR. STAND TYPE HD/FIXED STD OOUTS ZE BE (B1 x B1 x ti) 1.5" x 0.093" 1.25" x 1.25" x 0.093" 2* OUTER TUBE SIZE (B1 x 61 x t1) 2.00" x 2.00" x 0.095" N/A 0SIZE INNER TUBE (B2 x 82 x t2) 1.25" x 1.25" x 0.125" 1.00" x 1.00" x 0.125" O POST SIZE (OD X THK) 1.9" x 0.145" 1.5" x 0.090" OSIZE BASEPLATE (PiXPl) 5" X 5" .4" X 4" UP TO 24" STAND HT •5"X5"FOR 30" STAND HT LEGEND: • "HD"= HEAVY DUTY • "STD" = STANDARD SHALL BE UTILIZED 0_ En I--- w o z= W cn i r FOR FIXED ASSEMBLY ONLY NON-HVHZ USE ONLY FRANK L9"�°°,P.E. Mt •• CAN NNq0% 8/26/2015 No.46549 -0.1 STATE OF r A:441 • 0 : ' tv STAND TYPE/COMPONENT SCHEDULE 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGT 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT EQ. 12 0" MAX EQ. SCHEDULE : ••• •• • 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGT 350 LB MAX, 100 LB MIN. WEIGHT EQ. EQ. 15'-0" MAX EQ. ✓ 35000 LBE MAX, 350 LB MAX, 1 WEIGHTN 1 WG E HTN. re 350 LB MAX, 100 LB MIN. WEIGT I—EQ. 3 EQ. 350 LB MAX, 100 LB MIN. WEIGT 350 LB MAX, 100 LB MIN. WEIGT tt j---EQ. 27'-0" MAX MAINTAIN ALL LEG SPACING/UNIT CONFIGURATIONS AS SHOWN [ONE LEG PAIR LESS THAN TOTAL NUMBER OF UNITS - i.e. (6) UNITS OVER (5) EQUALLY SPACED LEG PAIRS] STAND CONFIGURATION D • • • • • • • • • • • •. • •• •• • •••'•• • •t • • • t0 N Ov W M 8rn E N �U 9.7 ui al IWuaza >Q �iE pam gzz� op�W U W ,y, H i £ WZ uJ x W p W to1-1 • • • • • •• • r) V Q •••• 0• • a. - •-4 Z a • •• 0 Q 0 Y3 z COPYRIGHT ENGINEERING E%PRESS0 15-2480b SCALE: of 6 •• • • •• • •• •• • •• • •• • J MECHANICAL STAND EXAMPLE: GROUND & ROOF -TOP MOUNTED UNITS ROOF TOP MECHANICAL UNIT STAND EXAMPLE DESIGN CONDITION: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT 30" TALL x 30" DEEP x 30" WIDE, 350 LB MAX WEIGHT BEING INSTALLED OUTSIDE THE HVHZ WITH THE FOLLOWING CRITERIA: • NUMBER OF LEG FRAMES= • STAND HEIGHT= • STAND DEPTH= • HOST STRUCTURE TYPE= 2 (2) FRAMES (4 LEGS) 24" HEIGHT 36" STAND DEPTH SPREAD 3,000 PSI CONCRETE (4" MIN. DEPTH) PROCEDURE DETERMINE STAND CONFIGURATION TYPE ON SHEET 2 LOCATE DESIGN SCHEDULE FOR 36" ROOF TOP STAND DEPTH SPREAD DETERMINE WHICH TYPE OF STAND COMPONENTS APPLY DETERMINE THE MAXIMUM ALLOWABLE LATERAL & UPLIFT WIND LOADS DETERMINE PERMISSIBLE ANCHOR TYPES AND VERIFY HOST STRUCTURE TYPE • 30' RESULT 30" 24" (1) UNIT PER (2) LEG FRAMES OPTION FALLS WITHIN CONFIGURATION TYPE A, SHEET 2 SCHEDULE CAN BE FOUND ON SHEET 4 THE 30" STAND DEPTH DESIGN SCHEDULE PROVIDES VALUES FOR "HD" STANDS ONLY FOR A 30"W x 30"D x 30"H UNIT ON AN 24" STAND HEIGHT WITH CONFIGURATION TYPE A, THE ALLOWABLE WIND LOADS ARE AS FOLLOWS FROM SHEET 4: • ALLOWABLE LATERAL WIND LOAD: 103.3 PSF ALLOWABLE UPLIFT WIND LOAD: 51.6 PSF UTILIZE ANCHOR TYPES FROM DESIGN SCHEDULE ASSOCIATED WITH THE ALLOWABLE WIND VALUES DETERMINED IN STEP 4. FOR THIS EXAMPLE, ANCHOR TYPES 1 OR 2 MAY BE APPLIED. FOR THIS EXAMPLE UTILIZE ANCHOR TYPE 1 FOR CONCRETE HOST STRUCTURE TYPE. INSTALL STANDS PER ANCHOR SCHEDULE AND DETAILS AS ILLUSTRATED ON SHEET 5. DETERMINE THE ALLOWABLE MOUNTING HEIGHT & WIND EXPOSURE CATEGORY FOR USE OUTSIDE THE HVHZ. USING SHEET 5, AND THE STAND CONFIGURATION ALLOWANCE FOR A LATERAL LOAD OF 103.3 PSF AND UPLIFT LOAD OF 51.6 PSF FROM ABOVE: • THIS CORRESPONDS TO AN INSTALLATION ON A ROOFTOP WITH A MEAN ROOF HEIGHT UP TO 15 FT MAX & WIND SPEED OF 175 MPH WITH AN EXPOSURE 'C' OR 120MPH EXPOSURE 'D' UP TO 60' MRH GROUND MOUNTED MECHANICAL UNIT STAND EXAMPLE DESIGN CONDITION: T CONSIDER THE INSTALLATION OF (2) MECHANICAL UNITS 30" TALL x 30" DEEP x 30" WIDE, 350 LB MAX WEIGHT, BEING INSTALLED WITH THE FOLLOWING CRITERIA: • NUMBER OF LEG FRAMES= (3) FRAMES (6 LEGS) • STAND HEIGHT= 30" HEIGHT • STAND DEPTH= 36" STAND DEPTH SPREAD DOWN TO 30" • HOST STRUCTURE TYPE= 3,000 PSI CONCRETE (4" MIN. DEPTH • 120MPH EXPOSURE 'C' INSTALLED CONDITION 2 PROCEDURE: DETERMINE STAND CONFIGURATION TYPE ON SHEET 2 LOCATE DESIGN SCHEDULE FOR 36" ROOF TOP STAND DEPTH SPREAD O M 1 350 LB WEIGHT 350 LB WEIGHT 30" RESULT: i-F (2) UNITS PER (3) LEG FRAMES OPTION FALLS WITHIN CONFIG. TYPE B, SHEET SCHEDULE CAN BE FOUND ON SHEET 4 DETERMINE WHICH TYPE OF STAND COMPONENTS APPLY DETERMINE THE LATERAL FORCE CAPACITY ACTING ON THE UNITS FROM THE 24" MIN. DESIGN SCHEDULE ON SHEET 4 DETERMINE IF THE MAXIMUM ALLOWABLE UNIT PRESSURE IS OK FOR THE 120 B INSTALLATION REQUIREMENT THE 36" STAND DEPTH DESIGN SCHEDULE PROVIDES VALUES FOR "HD" STANDS INLY FOR A SQUARE 30"W x 30"D x 30"H UNIT ON AN 30" STAND HEIGHT WITH CONFIGURATION TYPE B, FROM SHEET 4 FIND AN ALLOWABLE INSTALLATION LATERAL PRESSURE OF 31.9PSF FROM SHEET 5, WIND LOAD PRESSURES FOR GROUND MOUNTED UNITS TABLE, FIND FOR SQUARE UNITS THAT THE DESIGN PRESSURE FOR 120MPH EXPOSURE 'B' CONDITION IS 16.7PSF WHICH IS LESS THAN THE MAX ALLOWABLE PRESSURE FOR THIS EXAMPLE UNIT OF 31.9PSF APPROVED DETERMINE PERMISSIBLE ANCHOR TYPES AND VERIFY HOST STRUCTURE TYPE UTILIZE ANCHOR TYPES FROM DESIGN SCHEDULE ASSOCIATED WITH THE ALLOWABLE WIND VALUES DETERMINED IN STEP 4. FOR THIS EXAMPLE, ANCHOR TYPES 1 OR 2 MAY BE APPLIED. FOR THIS EXAMPLE UTILIZE ANCHOR TYPE 1 FOR CONCRETE HOST STRUCTURE TYPE. INSTALL STANDS PER ANCHOR SCHEDULE AND DETAILS AS ILLUSTRATED ON SHEET 6. NON -HVHZ ttiGiEnoL 1 PE# 0046549 L BENNARDO, P.E. lli lS e[.[Dyt - if SW. D[m. CONFIGURATION'S (STD . No): (SH No. 4 SHEET 4 Gill EMd '= © 0E4©0/MACI .� •. -.W a '. 19mo�a: ..F.;y ®mo-^o moo.v 0 am. craioa Moons. maw. • • • • • • • • •••,•Eno • . 116•6 •••• . . i :: C IC 61e- *. - * ::: •• •• •• _J• M J �'• _ t • • i Z • • p ••• • •• • • 0 • • • F-1 •• v) H 0 LLI a :n Z V1 U a f z f J a o+ 'o J >-• A••• • • J 0 O a• z•ik.••• U'= ' ']•p. •• n. cell • N•• *1 ••• 2 N •• X •`s•, • • • O A • z 24 CI' u1 Ls- 15-2480b SCALE:. 1 ONLY ���'', FRANK L EENNARDO, P.E. 1 PE#0046549 NON-HVHZ USE n /, �8 `20/201 Drum J DESIGN SCHEDULE - 24" MIN. STAND DEPTH CONFIGURATIONS (STD & HD): ROOF MOUNT APPLICATION LOAD TRANSFER INFORMk STRUCTURE V •�`����1_ BE I (►j s'' o '. MAX. UNIT DIMENSIONS ALLOWABLE WIND PRESSURES; "HD" STAND ONLY ALLOWABLE WIND PRESSURES; "STD" STAND _ CONFIG: A CONFIG: B CONFIG: C CONFIG: D CONFIG: A CONFIG: B CONFIG: C _� ;• No. 46 549 STAND ANCHOR TYPES: 1 OR 2 ANCHOR TYPES: 1 OR 2 ANCHOR TYPES: 1 OR 2 ANCHOR TYPES: 1 OR 2 ANCHOR TYPES: 1, 2, 3 OR 4 ANCHOR TYPES: 1, 2, 3 OR 4 ANCHOR TYPES: 1, 2, 3 OR 4 MAX. BASE MAX. BRSE'* ; MAX. BASE* MAX. BASE^ (W) (D) (H) HEIGHT LATERAL LOAD (PSF) UPLIFT LOAD (PSF) LATERAL LOAD (PSF) UPLIFT LOAD (PSF) LATERAL LOAD (PSF) UPLIFT LOAD (PSF) LATERAL LOAD (PSF) UPLIFT LOAD (PSF) LATERAL LOAD (PSF) UPLIFT LOAD (PSF) LATERAL LOAD (PSF) UPLIFT LOAD (PSF) LATERAL LOAD (PSF) UPLIFT LOAD (PSF) MOMENT (M) SHEAR (i/) �' •P°•••�. • UPLIFtu)_ STA1t i AVITY ( Ut P � • 14 O ENGINEERING `�•► EXPRESS® CORPORATE OFFICE: 160 SW 12th AVE, SUITE 106 DEERFIELD BEACH, FL 33442 P: (954) 354-0660 F: (954) 354-0443 E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM CERT OF AUTH 49885 24" 24" 24" 214.4 PSF 107.2 PSF 125.1 PSF 62.5 PSF 107.2 PSF 53.6 PSF 80.6 PSF 40.3 PSF 91.8 PSF 45.9 PSF 53.6 PSF 26.8 PSF 45.9 PSF 22.9 PSF 246.9 LB -FT 241.2 LB �. " .4L R, , 69 ••• 30" 30" 30" 140.3 PSF 70.1 PSF 81.8 PSF 40.9 PSF 70.1 PSF 35.0 PSF 52.7 PSF 26.3 PSF 60.1 PSF 30.0 PSF 35.0 PSF 17.5 PSF 30.0 PSF 15.0 PSF 246.9 LB -FT 241.2 LB �i .. iI ALB 36" 36" 36" 18" 98.9 PSF 49.4 PSF 57.7 PSF 28.8 PSF 49.4 PSF 24.7 PSF 37.2 PSF 18.6 PSF 42.4 PSF 21.2 PSF ' 24.7 PSF 12.3 PSF 21.2 PSF 10.6 PSF 246.9 LB -FT 241.2 LB A!1►OF � 42" 42" 42" 73.5 PSF 36.7 PSF 42.8 PSF 21.4 PSF 36.7 PSF 18.3 PSF 27.6 PSF 13.8 PSF 31.5 PSF 15.7 PSF /////////////// /////llll///I//////I///I///11/ //////1//////I/ 246.9 LB -FT 241.2 LB 942.0 _ Itr11'' 871.4 LB 48" 48" 48" 56.7 PSF 28.3 PSF 33.1 PSF 16.5 PSF 28.3 PSF 14.1 PSF 21.3 PSF 10.6 PSF 24.3 PSF 12.1 PSF /////////////// /11///l//I////1,//j//////Il/// /Il/1/1//////l/ 246.9 LB -FT 241.2 LB 1003.2 LB 330.8 LB 24" 24" 24" 157.8 PSF 78.9 PSF 92.0 PSF 46.0 PSF 78.9 PSF 39.4 PSF 59.3 PSF 29.6 PSF 71.9 PSF 35.9 PSF 41.9 PSF 20.9 PSF 35.9 PSF 17.9 PSF 231.0 LB -FT 177.5 LB 641.0 LB 637.8 LB 30" 30" 30" 103.3 PSF 51.6 PSF 60.2 PSF 30.1 PSF 51.6 PSF 25.8 PSF 38.8 PSF 19.4 PSF 47.0 PSF 23.5 PSF 27.4 PSF 13.7 PSF 23.5 PSF 11.7 PSF 231.0 LB -FT 177.5 LB 687.2 LB 680.4 LB 36" 36" 36" 24" 72.8 PSF 36.4 PSF 42.5 PSF 21.2 PSF 36.4 PSF 18.2 PSF 27.3 PSF 13.6 PSF 33.1 PSF 16.5 PSF /////////////// /////1/1///1/// l////////////// ////////////1/l 231.0 LB -FT . 177.5 LB 732.9 LB 723.6 LB 42" 42" 42" 54.1 PSF 27.0 PSF 31.5 PSF 15.7 PSF 27.0 PSF 13.5 PSF 20.3 PSF 10.1 PSF 24.6 PSF 12.3 PSF /////////////// /////////////// /////////////// /////////////// 231.0 LB -FT 177.5 LB 778.2 LB 767.1 LB 48" 48" 48" 41.7 PSF 20.8 PSF 24.3 PSF 12.1 PSF 20.8 PSF 10.4 PSF /////////////// 11///////////// /////////////I/ /////////////l/ I////////////// /////////////// 1////////////// /////////////// 231.0 LB -FT 177.5 LB 823.3 LB 810.8 LB 24" 24" 24" 118.6 PSF 59.3 PSF 69.2 PSF 34.6 PSF 59.3 PSF 29.6 PSF 44.6 PSF 22.3 PSF 59.2 PSF 29.6 PSF 34.5 PSF 17.2 PSF 29.6 PSF 14.8 PSF 209.6 LB -FT 133.5 LB 545.0 LB 581.0 LB 30" 30" 30" 77.6 PSF 38.8 PSF 45.3 PSF 22.6 PSF 38.8 PSF 19.4 PSF 29.2 PSF 14.6 PSF 38.7 PSF 19.3 PSF 22.6 PSF 11.3 PSF ////////I////// //////l//////// 209.6 LB -FT 133.5 LB 579.7 LB 613.0 LB 36" 36" 36" 30" 54.7 PSF 27.3 PSF 31.9 PSF 15.9 PSF 27.3 PSF 13.6 PSF 20.5 PSF 10.2 PSF 27.3 PSF 13.6 PSF /////////////// /////////////// (////////////// /////////////// 209.6 LB -FT 133.5 LB 614.0 LB 645.4 LB 42" 42" 42" 40.6 PSF 20.3 PSF 23.7 PSF 11.8 PSF 20.3 PSF 10.1 PSF J/l/////l/////l 1///1//l/////// 20.3 PSF 10.1 PSF /////////////// //////////I//// /////////////// ////l///////I/1 209.6 LB -FT 133.5 LB 648.1 LB 678.1 LB 48" 48" 48" 31.4 PSF 15.7 PSF /l//////I/l//// ////1/I//////// //I//////l/ll/1 ////l/1//l////I Illll//////1//l 11///1/l/l///// 11//l/////1//// ////I//I///l/111/1///////////1 /I/l//////l//// ///1/////////// ////l/II////111 209.6 LB -FT 133.5 LB 682.0 LB 711.0 LB PRECISION ALUMINUM PRODUCTS 133:3 SW 1ST_WA{'' • . ' , DEFRFILkD BEACH, FL,3344a1 RH: i,554) 48,p-691,9 ALUMINUM A/C STANDS NONtlytIZ APPLICATION, QN LY FBC 5TH EDITION (41314L PROPUAT,APPItOVAL #FL16921 24" 24" 24" 94.6 PSF 47.3 PSF 55.2 PSF 27.6 PSF 47.3 PSF 23.6 PSF 35.5 PSF 17.7 PSF 50.4 PSF 25.2 PSF 29.4 PSF 14.7 PSF 25.2 PSF 12.6 PSF 195.4 LB -FT 106.5 LB 485.0 LB 544.9 LB 30" 30" 30" 61.9 PSF 30.9 PSF 36.1 PSF 18.0 PSF 30.9 PSF 15.4 PSF 23.2 PSF 11.6 PSF 33.0 PSF 16.5 PSF /////////////// ///////////////1////////////// /////////////// 195.4 LB -FT 106.5 LB 512.7 LB 570.5 LB 36" 36" 36" 36" 43.6 PSF 21.8 PSF 25.4 PSF 12.7 PSF 21.8 PSF 10.9 PSF /////////////// /////////////// 23.2 PSF 11.6 PSF ////////1/I//// ///I/////////// /////////////// ////I/////////I 195.4 LB -FT 106.5 LB 540.1 LB 596.4 LB 42" 42" 42" 32.4 PSF 16.2 PSF /////////////// /////////////// /////l/l/lll/1/ /////I/ll//l/l/ ////////l///l// 1//l///ll1/1/// l//1//////l//// ///////////l/l/ /l///l///////// ////////1/l///11/1//////1///// ///ll/1//////// 195.4 LB -FT 106.5 LB 567.2 LB 622.5'.B 48" 48" 48" 25.0 PSF 12.5 PSF //////l///l//// l////////////// ///Il//1////ll/ ///////l//l//// /l//1///l/////1 /l///////l///ll /1////I//////// /////////////// I////////////// I//1/J/1/ /Mt /////l///////// ////l//lll///l/ 195.4 LB -FT 106.5 LB 594.3 LB 648.7 LB DESIGN SCHEDULE - 36" MIN. STAND DEPTH CONFIGURATIONS (HD ONLY): ROOF MOUNT APPLICATION LOAD TRANSFER INFORMATION FOR USE WITH HOST STRUCTURE VERIFICATION ONLY A/C UNIT DIMENSIONS ALLOWABLE WIND PRESSURES; "HD" STAND ONLY CONFIG: A CONFIG: B CONFIG: C CONFIG: D STAND ANCHOR TYPES: 1 OR 2 ANCHOR TYPES: 1 OR 2 ANCHOR TYPES: 1 OR 2 ANCHOR TYPES: 1 OR 2 MAX. BASE MAX. BASE MAX. BASE MAX. BASE (W) (D) (H) HEIGHT LATERAL LOAD (PSF) UPLIFT LOAD (PSF) LATERAL LOAD (PSF) UPLIFT LOAD (PSF) ` LATERAL LOAD (PSF) UPLIFT LOAD (PSF) LATERAL LOAD (PSF) UPLIFT LOAD (PSF) MOMENT (M) SHEAR (V) ; UPLIFT (T) GRAVITY (C) 24" 24" 24" 200.0 PSF 100.0 PSF 116.7 PSF 58.3 PSF 100.0 PSF 50.0 PSF 75.2 PSF 37.6 PSF 246.9 LB -FT 225.1 LB 497.7 LB 452.2 LB 30" 30" 30" 130.9 PSF 65.4 PSF 76.4 PSF 38.2 PSF 65.4 PSF 32.7 PSF 49.2 PSF 24.6 PSF 246.9 LB -FT 225.1 LB 537.5 LB 487.5 LB 36" 36" 36" 18" 92.3 PSF 46.1 PSF 53.8 PSF 26.9 PSF 46.1 PSF 23.0 PSF 34.7 PSF 17.3 PSF 246.9 LB -FT 225.1 LB 576.6 LB 523.4 LB 42" 42" 42" 68.6 PSF 34.3 PSF 40.0 PSF 20.0 PSF 34.3 PSF 17.1 PSF 25.7 PSF 12.8 PSF 246.9 LB -FT 225.1 LB 615.2 LB 559.8 LB 48" 48" 48" 52.9 PSF 26.4 PSF 30.9 PSF 15.4 PSF 26.4 PSF 13.2 PSF //1/l/1/11/11111///I///I//II/1 246.9 LB -FT 225.1 LB 653.6 LB 596.4 LB 24" 24" 24" 157.6 PSF 78.8 PSF 91.9 PSF 45.9 PSF 78.8 PSF 39.4 PSF 59.2 PSF 29.6 PSF 246.9 LB -FT 177.3 LB 448.0 LB 445.0 LB 30" 30" 30" 103.1 PSF 51.5 PSF 60.2 PSF 30.1 PSF 51.5 PSF 25.7 PSF 38.7 PSF 19.3 PSF 246.9 LB -FT 177.3 LB 479.4 LB 472.8 LB 36" 36" 36" 24" 72.7 PSF 36.3 PSF 42.4 PSF 21.2 PSF 36.3 PSF 18.1 PSF 27.3 PSF 13.6 PSF 246.9 LB -FT 177.3 LB 510.2 LB 501.1 LB E c 44 It) u) figw 42" 42" 42" 54.0 PSF 27.0 PSF 31.5 PSF 15.7 PSF 27.0 PSF 13.5 PSF 20.3 PSF 10.1 PSF 246.9 LB -FT 177.3 LB 540.7 LB 529.8 LB 48" 48" 48" 41.7 PSF 20.8 PSF 24.3 PSF 12.1 PSF 20.8 PSF 10.4 PSF /////////////// /////////////// 246.9 LB -FT 177.3 LB 570.9 LB 558.6 LB 24" 24" 24" 130.9 PSF 65.4 PSF 76.4 PSF 38.2 PSF 65.4 PSF 32.7 PSF 49.2 PSF 24.6 PSF 246.9 LB -FT 147.3 LB 418.8 LB 442.5 LB 12 5 a 0 v 2 ? , 14 F 30" 30" 30" 85.7 PSF 42.8 PSF 50.0 PSF 25.0 PSF 42.8 PSF 21.4 PSF 32.2 PSF 16.1 PSF 246.9 LB -FT 147.3 LB 444.9 LB 465.6 LB 36" 36" 36" 30" 60.4 PSF 30.2 PSF 35.2 PSF 17.6 PSF 30.2 PSF 15.1 PSF 22.7 PSF 11.3 PSF 246.9 LB -FT 147.3 LB 470.5 LB 489.1 LB c 0 g c� IT . 6 z i 42" 42" 42" 44.9 PSF 22.4 PSF 26.2 PSF 13.1 PSF 22.4 PSF 11.2 PSF /////////////// /////////////// 246.9 LB -FT 147.3 LB 495.8 LB 512.9 LB 48" 48" 48" 34.6 PSF 17.3 PSF 20.2 PSF 10.1 PSF /////////////// /////////////// /////////////// /////////////// 246.9 LB -FT 147.3 LB 520.9 LB 536.9 LB 1 INR ISSUE REV 2010 MC REV FBC 5TH (2014) EASE OF USE REVIEW 2 ' iR p gkla . r $ l 24" 24" 24" 105.2 PSF 52.6 PSF 61.3 PSF 30.6 PSF 52.6 PSF 26.3 PSF 39.5 PSF 19.7 PSF 231.0 LB -FT 118.3 LB 373.0 LB 422.4 LB 30" 30" 30" 68.8 PSF 34.4 PSF 40.1 PSF 20.0 PSF 34.4 PSF 17.2 PSF 25.8 PSF 12.9 PSF 231.0 LB -FT 118.3 LB 393.9 LB 441.0 LB 36" 36" 36" 36" 48.5 PSF 24.2 PSF 28.3 PSF 14.1 PSF 24.2 PSF 12.1 PSF /////////////// ////Ill//////// 231.0 LB -FT 118.3 LB 414.5 LB 459.9 LB - 42" 42" 42" 36.0 PSF 18.0 PSF 21.0 PSF 10.5 PSF ///l////////1111/l///l////l/l/ l/l/I//l1////// /lll/II/1/l/l/l 231.0 LB -FT 118.3 LB 434.8 LB 479.0 LB 48" 48" 48" 27.8 PSF 13.9 PSF /////////////l/ /l/I/I/////I/// /////////I//I// //I///I////I/// /I////l/111//// /////l/I/////// 231.0 LB -FT 118.3 LB 455.0 LB 498.3 LB DESIGN SCHEDULE NOTES: COPYRIGHT ENGINEERING MESS. 1. WHEN USING MULTIPLE SIZES ON ONE STAND, UTILIZE MAXIMUM UNIT SIZE TO DETERMINE ALLOWABLE WIND PRESSURES FROM DESIGN SCHEDULES HEREIN. 2. REFERENCE ANCHOR SCHEDULE FOR ANCHOR TYPES LISTED HEREIN. t THIS WIND SPEED 15 PERMISSIBLE TO BE USED WITHIN BREVARD COUNTY OR SIMILAR NON-HVHZ COUNTIES WITH AN ULTIMATE WIND VELOCITY OF 120 MPH, RISK CATEGORY II STRUCTURE. TABLE LEGEND: 15-2480b SCALE: ' 1°F6 OR SIMILAR COUNTIES d 1 V / -DENOTES VALUES NOT APPROVED FOR USE ttTHIS WIND SPEED IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY NON-HVHZ WITH AN ULTIMATE WIND VELOCITY OF 170 MPH, RISK CATEGORY II STRUCTURE.13