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HomeMy WebLinkAboutSUBMITTED PAPERSf _ Date: 6 a ILA I Fee Due: �5 �t� Receipt# qq rQ�� j rermit # ''d q Planning & Development Services SCANNED Building & Code Regulations Division BY #jUNTY2300 Virginia Ave.(. Lucie COU Fort Pierce, FL 34982 my (772)462-1553 Fax 462-1578 SPECIALTY PERNHT APPLICATION ❑ Electrical ❑ Plumbing ❑AAC ❑ Fence ❑ Shed* ❑ Demolition ❑ Gas ❑ Siding Seepage 2 for instructions and additional paperwork required for specialty permits 1. Location/Site Address: 2. Parcel ID Number: I q —roo 0 S 60 7 ! —a 06 y 3. Complete Description 4. Owners Inforr-mati%n Name: I�Q ,Job` Address: City: Zip: 5. Contractors Information FL Reg/Cert #: kV County Cert#: a f State: / Business Name: 6. Value of Construction: $ Z 500 /o 2 OWNERS AFFIDAVIT: I certify that all of the information contained in this application is Corr t and that all work will be done in compliance wi all applicable laws regulating construction and z I'D6 ( .� 2ke� PRINT OWNER OR COIVNMCTOR NAME SIGNATURE OF OWNER OR CONTRAC . STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS aT' DAY OF 3 V h 20_Atj, BY Oc% 6" 1-43z qwZ WHO IS PERSONALLY KNOWN TO ME WHO HAS PRODUCE Q'S& e00- — 1 —_�s 1111 DEANNA GIVENS AS IDENTIFICATION. ��;aµY P�� .,, Notary Public- State of Florida Q O� h rq G \/ t - • ; �; • e My Comm. ExpirRgp 16, 2016 SIGNATURE OF NOTAR TYPE OR PRINT NAME OF NOT Commission # EE 858761 am{ r COMMISSION NUMBER ¢'-d0G�'b1 W 1 ov F gyp`' "4111p,�\ Bonded Through National Notary Assn. *ALL RESIDENTIAL AND NONRESIDENTIAL STRUCTURES ARE REQURIED TO MEET THE FLOOD ZONE ELEVATION OR IS INCHES ABOVE THE CROWN OF THE ROAD, WHICHEVER IS APPLICABLE. (see instructions on reverse side of this sheet) Revised 04/17/2014 NOTICE TO OWNER:'. FAILU_ O RECORD A NOTICE OF COMMENCEMENT i- Y 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. EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER $7,500.00 INSTRUCTIONS Please complete all information in the space provided. All information must be'printed (use black or blue ink only) or typed. -This permit application is to be used only for those activities that are not otherwise included under a primary building permit. This application may not be used for any activity that includes structural alteration. The information to be provided with this application includes: 1. Location/Site Address 2. Parcel ID Number 3. Description of Project or Work Activity 4. Owner Information 5. Contractor Information 6. Value of Construction Indicate the street address or general location of property where the building activity is taking place. Indicate the tax identification number of the property where the building activity is taking place. Fully describes the activity to take place. Indicate the name and address of the owner of the property on which activity is taking place. Indicate the State of Florida registration number (if applicable), St. Lucie County contractor license. number and'the name -of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all current retail material and labor costs associated with the building/construction activity. Construction value is used to determine the permit fee. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. ❑ Gas Attach 2 piping schematics with tank size, location, and BTU of each appliance ❑ Shed: Attach 2 plot plans, 2 copies of DCA letter and plans, 2 anchor specifications ❑ Fence Attach 2 plot plans showing location of fence height of fence and type of fence ❑ Siding Attach 2 copies of manufactures specifications ❑ HVAC .., No attachments necessary This'applicaton;cari be_'submiiteil°tq.St..Lucie,County Building and Zoning, 2300 Virginia Avenue, Fort Pierce, FL 34982. All —per —mitt must be f lled out completely before submission. No applications will be accepted for.processing after`4 30 P'M. For assistance in completing this application, please call (772) 462-1553, during regular office hours"(8:00 AM - 5:00 PM), Monday through Friday. Upon issuance of this permit, required inspections can be scheduled by calling 1-866-284-1280 or logging on to http://codeinspectionpublic.stlucieco.gov/ ALUMINUM STANDS FOR MECHANICAI A/C UNIT DEPTH (MAX. SIZE PER DESIGN SCHEDULE) r--------------, —}- A/C uNlr DEPTH }— (MAX. SIZE PER SCHEDULE) A/C UNIT I I— (SEE DESIGN SCHEDULE ON SHEET I 20 FOR A/C UNIT SIZES AND I = N = I WEIGHTS) I. t.\u I „¢ I I 7LL; I STAND DEPTH —"�--.. PER DESIGN SCHEDULE L-----------r,�� iy m u�i ® t7 ¢ n 48' 7YP. z 2) 1/4-20 = Z STAND DEPTH a4 d u� THRUBOLTS TO a m INTERLOCKSQUARE Z W x u 3 TUBING ¢ p N. 3 TOP OF _ __ 5 OOF HOST STRUCTURE 'A n TOP OF 5 ROOF ROOF -' OOF HOST STRUCTURE FINISH FINISH 4 ANCHORS ,-170 BASE PLATE. / 3-ASSUMED" / (SEPER PLATE "STD/HD" ASSEMBLY T}{° KNEss SCHEDULE �11 ELEVATION FOR ANCHOR 1 SCALE: 1'=1'-O" END ELEVATION SPECS) 1 JAUTILIZE NEXT -HIGHEST STAND HEIGHT FOR LARGER ROOF THICKNESS. FOR ROOFING WLTHOUT INSULATION OMIT 3° THICKNESS AND r UTILIZE CLEAR HEIGHT FROM FINISHED FLOOR. $ A/C UNIT DEPTH x - a u 3 REF. CONFIGURATION DETAILS - E STAND WIDTH 4f & LEG SPACING PERy CONFIGURATION DETAILS " C UNIT WIDTH TJIAI' BE SPACED AT 24 , 36°, 48. ONLY, CENTERED ABOUT FIXED FRAME � r Umlt�l �FN 2 LL y W �wJ xp MI.- 4 ANCHORS—Q BASE PLATE 3" ASSUME,@ PER PLATE 11 11 THICKNROOFINESS (SEE ANCHOR FIXED ASSEMBLY TICKNEss SCHEDULELEVATION FOR ANCHORE C1 SCALE' 1•=1'-O" END ELEVATION SPECS) 1 t-2.500"f---11���� 0.094T ' (SEE [1 _T.. 82 �^ SCHED.) (SEE w w (SEE .SCHED.) m �x (SEE n w w 0.125° o U SCHED: N SCHEO.) 1O�u O i.555• r, CROSSMEMBER CROSSMEMBER "' / ^I Y^f �Tc\OUTER TUBING TNNE TUBI G ' =1 RAIL (I -BEAM) TUBE AT 111 0.7S0° CENTER OF TYP. PLATE (SEE 45 I y-20X)S" O.D. (SEE SCHED.) THK (SEE (REF. TABLE), OPI DETAIL 2/3) GALV. III SCHED.) 0.156' BOLT m 0.250, 1/47 THICK ,P LL 0.250" d 1.500"�0.250• 7/8° g z.aeo• (TYR) 7/B P.) '4 C-CHANNEL -- 5 POST 3 BASEPLATE 6"=1'-0• LHOLC.FOR ANCHOR WITH 6"=1'-0" DIAMETER yb LARGER' THAN ANCHOR DIAMETER MAXIMUM ALLOWABLE DESIGN PRESSURES: .-•'°< r' AS NOTED IN CLEAR SPAN TABLE DESIGN NOTES: 0w DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SMALL BE DETERMINED SEPARATELY ON A JOB -SPECIFIC BASIS IN 5 ACCORDANCE WITH THE GOVERNING CODE USING ASD C METHODOLOGY. SITE -SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7.10 AND CHAPTER 16 OF THE 20I0 FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE LATERAL AND UPLIFT DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. GENERAL NOTES I. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE. 2. MAXIMUM DIMENSIONS AND WEIGHT OF MECHANICAL UNITS SMALL CONFORM TO SPECIFICATIONS STATED HEREIN, MINIMUM 10DLB OR MAXIMUM AS LISTED HEREIN. 3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. 4. REACTION FORCES LISTED FOR USE WITH HOST STRUCTURE VERIFICATION ARE CALCULATED USING ASD METHODOLOGY. DESIGN PROFESSIONAL OF RECORD TO VERIFY APPLICABILITY AND/OR ADDITIONAL FACTORS FOR USE WITH HOST STRUCTURE VERIFICATION. S. ALL FASTENERS TO BE 012 X W OR GREATER SAE GRADE 5 CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL (UNLESS NOTED OTHERWISE) AND SHALL COMPLY WITH 5.1.1C, SPECIFICATIONS FOR ALUM. STRUCTURES -SECTION 1, THE ALUMINUM ASSOCIATION,INC., & APPLICABLEFEDERAL,STATE, AND LOCAL CODES. 6. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6061-T6. 7. ALL EXISTING CONCRETE SUBSTRATE SHALL HAVE MINIMUM Tc COMPRESSIVE STRENGTH OF 3000 PSI AS VERIFIED BY OTHERS. S. ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE WITH 2010 FBC SECTION 2003.8.1.4 WITH WELD FILLER ALLOYS MEETING ANSI/AVIS AS.10 STANDARDS TO ACHIEVE ULTIMATE DESIGN STRENGTH IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I -A, TABLE 7.3.1. 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 %' THROAT FULL PERIMETER FILLET WELD UNLESS OTHERWISE NOTED. 9. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 10. 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. 11. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, at. 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. 12. 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. 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 14. AC STANDS SHALL BE PERMANENTLY LABELED WITH A 14INIMUM OF ONE LABEL PER FRAME ASSEMBLY CONTAINING THE FOLLOWING: PRECISION ALUMINUM, MIAMI FLORIDA MIAMI•DADE PRODUCT CONTROL APPROVED Lme AW 91 m W •• ,40& STAND CONFIGURATION TYPES & COMPONENT SCHEDULE }—w—} i 700 L WEIGHT 6-0' MAX 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. A STAND CONFIGURATION A }—W-4 }—W—} '[-MA X [- - T 3550LLB 3MAXLe E 350 LB 35MO LB WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT a� Gw N EQ•-�-EEQ.-}-EQ•-}-EQ. 6'-0- MAX Q. � }-W- T 350 LB 3140 LB 350 LB 350LB WEIGHT WEIGHT WEIGHT WEIGHT o� 4� EQ -4-EQ -{-EQ �E4 lz•o• nlAx }-W-4 350 LB 310 LB 350 LB 350 LB 350 LB I 14AX MAX MAX MAX MAX WEIGHT WEIGHT WEIGHT WEIGHT .WEIGHT NU w -.. EQ --�-EQ'--�-EQ.-� -EQ -�EQ• 15'-0" MAX 350 LB 350 LB 350 LB 350 LB 350'LB 350 LB MAX MAX IIAX MAX MAX MAX ;� WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT O� NW w I I {- E Q • -T- EQ • --i- EQ. -4-- EQ. -}- EQ. -}- EQ• 1 27'-0' MAX MAINTAIN ALL LEG SPACING/UNIT CONFIGURATIONS AS SHOWN [TWO LEG PAIRS PER UNIT - Le. (6) UNITS OVER (7) EQUALLY SPACED LEG PAIRS] B STAND CONFIGURATION B NOTE: A/C UNITS WITHIN AND TYPES MAYBE COMBINED BY USING MAX ADDITIVE WEIGHTS AND WIDTHS;ALL HEIGHT VALUES SHALL REMAIN AS SHOWN HEREIN 1--Wl-}}-Wl-4 }--2XW1—i T= ME-P'YR ME-A"ll EQ UNIT TO....TEK�l -j-- }-- W --i }--- W -} T 3 0 UBX 11 35T 350 LLB 3550 LLB 35500 XLB WEIGHT WMAXAX MAX EIGHT WEIGHT WEIGHT WEIGHT I }— }-6'-0' MAX }--9'-0 MAX E —f--} T 35AX 3MAX 3 fAX 3MAX WEIGHT WEIGHT WEIGHT WEIGHT oFx in W EQ.�—EQ._f_EQ.— 12-0" MAX }- W -} Tj 310 LB 350 LB 350 LB 350 LB 350 LB I MAX MAX MAX MAX MAX WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT 0= W W _ EQ --4-EQ-}-EQ-EQ 15'-0" MAX 350 LB 350 LB qMAX 50 LB 350 LB 350 LB MAX MAXMAX MAX MAX WEIGHT WEIGHTEIGHT WEIGHT WEIGHT —EQ• 1 EI—EQ•'_ 4 -EQ- 1 27'-0" MAX MAINTAIN ALL LEG SPACING/UNIT CONFIGURATIONS AS SHOWN [ONE LEG PAIR PER UNIT - Le. (6) UNITS OVER (6) EQUALLY SPACED LEG PAIRS] STAND CONFIGURATION C STAND TYPE(COMPONENT SCHEDULE PART DESCR. STAND TYPE HD/FIXED SID OOLITSIZE BE 1.51 1.25" x 1.25" x 1.5" x 0.093' (BI x Bl x tl) 0.093" OUTER TUBE 2.00' x 2.00' x N/A OSRE (BI x B1 x tl) 0.095" 2.1 INNER TUBE SIZE 1.25' x 1.25" x 1.00' x 1.00" x (02 x B2 x t2) 0.125' 0.125" O POST SIZE 1.9' x 1.5' z 0.09D' (OD XTKK 0.145' •4" X 4' UP TO O BASEPLATE SIZE 5' X S. 24' STAND (PI XPI) •XYFOR 30" STAND Hi LEGEND: • 'HD"- HEAVY DUTY • 'STD" = STANDARD O SHALL BE UTILIZED FOR FIXED ASSEMBLY ONLY STAND-TYPE/COMPONENT r21 SCHEDULE 1 SCHEDULE T [3M0AX 3MAX 35MAX 3F5A WEIGHT WEIGHT WEIGHT WEIGHT �w EQ.—f—EQ. 12-0• MAX [--- W ---} T 3511 MAX8 350 LB 3fAX8 3MAXB 3MAX WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT CI = el N EQ---}—EQ —}—EQ.—{ 15'-0" MAX { }— W -} 350 LB 350 LB 350 LEI 350 LB 350 LB I MAX MAX MAX MAX MAX WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT o= —EQ— }—EQ zr-o" MAx MAINTAIN ALL LEG SPACING/UNIT C014FIGURATIONS AS SHOWN [ONE LEG PAIR LESS THAN TOTAL NUMBER OF UNITS - I.e. (6) UNITS OVER (5) EQUALLY SPACED LEG PAIRS] &2LA���N D 24 Fni11 FS fL MFCHANTrAl STANn nTRFCTT\/F FXAM LOAD TRANSFER INFORMATION FOR USE WITH HOST ALLOWABLE DESIGN SCHEDULE: 24" STAND DEPTH CONFIGURATIONS (STD OR HD) STRUCTURE VERIFICATION ONLY z Iy �0 MAX. UNIT DIMENSIONS STAND ALLOWABLE WIND PRESSURES, "HD" STAND ONLY ALLOWABLE WIND PRESSURES, -STD- STAND MAX. BASE MAX: BASE MAX. BASE MAX. BASE •' CONFIG: A CONFIG: B CONFIG: C CONFIG: D CONFIG: A CONFIG: B CONFIG: C ANCHOR TYPES: I OR 2 ANCHOR TYPES: I OR 2 ANCHOR TYPES: I 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 (IY) (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(V) UPLIFT(T) GRAVITY([) 24" 24" 24" 200.0 PSF 119.9 PSF 139.9 PSF 69.9 PSF .119.9 PSF 59.9 PSF 90.2 PSF 45J PSF 101.7 PSF 50.8 PSF S9.3 PSF 29.6 PSF 50.8 PSF 214 PSF 276.2 LB -FT 269.9 LB 847.2 LB 761.9 LB 30" 30" 30" - 157.0 PSF 78.5.PSF 91.6 PSF 45.6 PSF 78.5 PSF 39.2 PSF 59.0 PSF 29.S PSF 66.6 PSF 33.3 PSF 38.8 PSF 19A PSF 33.3 PSF 16.6 PSF 276.2 LB -FT 269.9 LB 917.4 LB 826.7 LB 36" 36" 36" 18" 110.7 PSF SS.3 PSF 64.6 PSF 32.3 PSF 55.3 PSF 27.6 PSF 41.6 PSF 20.8 PSF 46.9 PSF 23.4 PSF 27.4 PSF 13.7 PSF 23.4 PSF 11.7 PSF 276.2 LETT 269.9 LB 986.8 LB 892.3 LB 42" 42" 42" 82.2 PSF 41.1 PSF 47.9 PSF 23.9 PSF 41.1 PSF 20.5 PSF 30.9 PSF 15.4 PSF 34.8 PSF 17.4 PSF 203 PSF 10.IPSF 276.2 LB -FT 269.9 LB 1055.7 LB 958.4 LB 48" 48" 48" 58.1 PSF 29.0 PSF 37.0 PSF 18.5 PSF 31.7 PSF 15.8 PSF 23.8 PSF 11.9 PSF_ 26.9 PSF 13.4 PSF 276.2 LB -FT 269.9 LB 1124.2 LB ID24.8 LB I.. 24" 24" _ 172.5 PSF 86.2 PSF 100.6 PSF 50.3 PSF 86.2 PSF 43.1 PSF 64.8 PSF 32.4 PSF 79.6 PSF 39.8 PSF 46.4 PSF 23.2 PSF 39.8 PSF 19.9 PSF 25LS LB -FT 194.1 LB - 702.1 LB 684.2 LB 30" 30" 30" 112.9 PSF 56.4 PSF 65.8 PSF 32.9 PSF 56.4 PSF 28.2 PSF 42A PSF 21.2 PSF 52.1 PSF 26.0 PSF 30.4 PSF 1 15.2 PSF 26.0 PSF 13.0 PSF 252.5 LB -FT 194.1 LB 752.6 LB 730.8 LB 36" 36" 36" 24" 79.6 PSF 39.8 PSF 46A PSF 23.2 PSF 39.8 PSF 19.9 PSF 29.9 PSF 14.9 PSF 36.7 PSF 18.3 PSF 21.4 PSF 1 10.7 PSF 252.5 LB -FT 194.1 LB 802.5 LB 777.9 LB 42" 42" 42" 59.1 PSF 293 PSF 34.5 PSF 17.2 PSF 29.5 PSF 14.7 PSF 22.2 PSF 11.1 PSF 27.3 PSF 13.6 PSF 252.5 LB -FT 194.2 LB 852.0 LB 825.5 IS 48" 48" 48" 45.6 PSF 22.8 PSF 26.6 PSF 13.3 PSF 22.8 PSF 11.4 PSF 21.0 PSF 10.5 PSF 252.5 LB -FT 194.1 LB 901.3 LB 873.2 LB 21' 24" 24" 1293 PSF 64.8 PSF 75.6 PSF 37.8 PSF 64.8 PSF 32.4 PSF 48.7 PSF 24.3 PSF 65.3 PSF 32.6 PSF 36.1 PSF 19.0 PSF 32.6 PSF 16.3 PSF 229.1 LB -FT 145.9 LB 597.1 LB 622.0 LB 30" 30" 30" 84.9 PSF 42.4 PSF 49.5 PSF 24.7 PSF 42.4 PSF 21.2 PSF 31.9 PSF 15.9 PSF 42.7 PSF 21.3 PSF 24.9 PSF 12.4 PSF 21.3 PSF 10.6 PSF 229.1 LB -FT 145.9 LB 635.1 LB 657.0 LB 36" 36" 36' 30" S9.8 PSF 29.9 PSF 34.9 PSF 17A PSF 29.9 PSF 14.9 PSF 22.5 PSF 11.2 PSF 30.1 PSF 15.0 PSF 229.1 LB -FT 145.9 LB 1 672.E LB 692.5 LB 42" 42" 42" 44.4 PSF 22.7 PSF 25.9 PSF 12.9 PSF ­PSF 22.2 PSF 11.1 PSF 22.3 PSF 11.1 PSF 229.1 LB -FT 145.9 LB 709.8 LB 728.2 LB 48" 48" 48" 34.3 PSF 103.4 PSF 17.1 PSF 51.7 PSF 20.0 PSF 60.3 PSF 10.0 30.1 PSF 51.7 PSF 25.8 PSF 38.9 PSF 19.4 PSF 52.7 PSF 26.3 PSF 30.8 PSF 15.4 PSF 229.1 LB -FT 145.9 LB 746.9 LB 764.2 LB 24" 24" 1.. 26.3 PSF 13.1 PSF 213.5 LB-Fi 116.4 L6 531.5 LB 582.7 LB 30" 3W 30" 673 PSF 33.8 PSF 39.5 PSF 19.7 PSF 33.8 PSF 16.9 PSF 25.4 PSF 12.7 PSF 34.5 PSF 17.2 PSF 20.1 PSF 10.0 PSF 213.5 LB•FT 116.4. LB 561.8 LB 610.6 UB 36" 3W 36" 3B' 47.7 PSF 23.8 PSF 27.8 PSf 13.9 PSF 23.8 PSF 11.9 PSF 24.3 PSF 12.1 PSF 213.5 LB -FT 116.4 LB 591.7 LB 638.9 LB 4T' 48' 42" 48 42" 48" 35.4PSF 27.3 PSF 17.7 PSF 13.6 PSF 20.7 PSF 30.3 PSF 213.5 LB -FT 213:5 LB-Fi 116.4 LB 116A LB 621.4 LB 651.O.LB 667.4 LB 696.1 1B 9ECHANICAL UNIT STAND DIRECTIVE EXAMPLE (THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE WIND PRESSURE 6 UPLIFT FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TO TH� DIMENSION RESTRICTIONS LISTED HEREIN. SEE SHEET 2 FOR CONFIGURATION TYPES AND COMPONENT SCHEDULE. SEE SHEET 5 FOR ANCHOR SCHEDULES.) MECHANICAL UNIT/STAND EXAMPLE: CONSIDER THE INSTALLATION OF (2) MECHANICAL UNITS (24" TALL X 24 DEEP Y 24' WIDE, 350 LB MAX WEIGHT AS VERIFIED BY OTHERS), BEING INSTALLED WITH THE FOLLOWING CRITERIA: • NUMBER OF LEG FRAMES- (3) FRAMES y 1-24"4 • STAND HEIGHT- 24" HEIGHT IQ m ;die • STAND DEPTH- 36' STAND DEPTH SPREAD n �:` cxl ruc,rt • HOST STRUCTURE TYPE- 3,000 PSI CONCRETE (AS VERIFIED BY OTHERS) PROCEDURE: 24•T PROCEDURESTEP RESULT _ 1 DETERMINE STAND CONFIGURATION TYPE ON SHEET 2 THE (2) UNITS PER (3) LEG FRAMES OPTION FALLS WITHIN CONFIGURATION TYPE B 2 LOCATE DESIGN SCHEDULE FOP. 36- STAND DEPTH SPREAD SCHEDULE CAN BE FOUND ON SHEET 4 3 DETERMINE WHICH TYPE OF STAND COMPONENTS APPLY - - THE 36" STAND DEPTH DESIGN SCHEDULE PROVIDES VALUES FOR "HD" STANDS ONLY FOR A 24"W X 24"1) X 24-H UNIT ON AN 24" STAND HEIGHT WITH CONFIGURATION TYPE 0, THE ALLOWABLE WIND LOADS ARE AS FOLLOWS: 4 DETERMINE THE MAXIMUM ALLOWABLE LATERAL & UPLIFT WIND LOADS - • ALLOWABLE LATERAL WIND LOAD: 202.9 PSF • ALLOWABLE UPLIFT WIND LOAD: S1.4 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 5 INSTALL STAND PER PERMISSIBLE ANCHOR TYPES AND VERIFY HOST STRUCTURE TYPE MAY BE APPLIED. FOR THIS EXAMPLE UTILIZE ANCHOR TYPE L FOR CONCRETE HOST STRUCTURE TYPE. INSTALL STANDS PER ANCHOR SCHEDULE AND DETAILS AS ILLUSTRATED ON SHEET 5. I mmri IISIDN. 6 MAXIUM ALLOWABLE LATERAL DESIGN PRESSURE- MAXIMUM ALLOWABLE UPLIFT DESIGN PRESSURE- 102.9 PSF 51.4 PSF - (COMPARE ALLOWABLE VALUES FROM STEP _-6 TO THE SEPARATE SITE SPECIFIC `REQUIRED DESIGN WIND PRESSURE PROVIDED BY A LICENSED ENGINEER OR 7 COMPARE TO SITE SPECIFIC DESIGN CONDITIONS REGISTERED ARCHITECT; NOT INCLUDED IN THIS CERTIFICATION. SITE -SPECIFIC PRESSURE REQUIREMENTS SHALL BE LESS THAN OR EQUAL TO THE LATERAL AND UPLIFT DESIGN PRESSURE ALLOWABLE CAPACITY VALUES LISTED ) W?RW ,,m(LLU., I �gWZx WW N a LuJ O W `�'•' Y � O ztnaa u u� DESIGN SCHEDULE NOTES: 3 m a f u 1. WHEN USING MULTIPLE SIZES ON ONE STAND, UTILIZE MAXIMUM UNIT SIZE TO MI DETERMINE ALLOWABLE WIND PRESSURES FROM DESIGN SCHEDULES HEREIN. 2. REFERENCE ANCHOR SCHEDULE FOR ANCHOR TYPES LISTED HEREIN. - J Q TABLE LEGEND: I" p Q ® -DENOTES VALUES NOT APPROVED FOR USE N L--1 U Lu 0 m■ DESIGN SCHEDULE CONTINUED =' P 6 9.., LOAD TRANSFERINFORMATION DESIGN SCHEDULE: 36" STAND DEPTH CONFIGURATIONS (HD ONLY}: VERIFICATION w Z ul u. Z I�Y. > U S2- g of 41 0 Zx�(LL "m" W Lu a NaS Y pW l0 .. 6 � a g 0 n S � N 1tn- N ' t-4 a x (Op ga EV �N a�yQa p��• Q 9 0 0 Ef) U Lij ce S 276.2-LB-Fr ' h rgg��' H. 3 FeRc1 S X gg5 ga LORR01IMAXLBDOAMPA 09-PAP-01 SCALE:Jul PACE DESCRIPTION: g 5 DESIGN SCHEDULE NOTES: TABLE LEGEND; 1. WHEN USING MULTIPLE SIZES ON ONE STAND, UTILIZE MAXIMUM UNIT SIZE TO O -DENOTES EXAMPLE VALUE FOR USE WITH COVER PAGE DIRECTIVE C S DETERMINE ALLOWABLE WIND PRESSURES FROM DESIGN SCHEDULES HEREIN. 2. REFERENCE ANCHOR SCHEDULE FOR ANCHOR TYPES LISTED HEREIN. ® -DENOTES VALUES NOT APPROVED FOR USE FL16921.1 UONLY �H NOS ' MAX. UNIT DIMENSIONS ALLOWABLE WIND PRESSURES; "HD" STAND ONLY DESIGN SCHEDULE: 48" STAND DEPTH CONFIGURATIONS (FIXED ONLY): LOaDTRAsrauciv EVE�'R�I°cNAT°oN°oniL`YY`T""°s` MAX. UNIT DIMENSIONS STAND' HEIGHT _ ALLOWABLE WIND PRESSURES; 'HD* ONLY MAX: BASE MOMENT (M) MAX. BASE SHEAR (V) MAX. BASE UPLIFT (T) MAX. BASE GRAVITY (C) (W) (D) (H) CONFIG: A CONFIG: B CONFIG:.0 CONFIG:D ANCHOR TYPES: 1 OR 2 ANCHOR TYPES: 1 OR 2 ANCHOR TYPES: 1 00. 2 ANCHOR TYPES: 1 OR 2 LATERAL (PSF) UPLIFT LOAD (PSF) LATERAL LOAD (PSF) UPLIFT LOAD (PSF) LATERAL LOAD (PSF) UPLIFT LOAD (PSF) =L.Z(PTF) IFTLOAD (PSF) 24" 24" 24" 200.0 PSF 112.8 PSF 133.2 PSF 66.6 PSF 116.2 PSF 58.1 PSF 91.1 PSF 45.5 PSF 253.2 LB -FT' 272.6 LB 456.2 LB 393.4 LB 30" 30" 30" 173.0 PSF 8G.5 PSF 100.9 PSF 50.4 PSF 86.5 PSF 43.2 PSF 65.0 PSF 32.5 PSF 276.2 L8-Fi 297.4 LB 566.3 LB 450.6 LB 36" 36" 36" 18" 122.0 PSF 61.0 PSF 71.] PSF -- 35.5 PSF 61.0 PSF 30.5 PSF 45.8 PSF 22.9 PSF 276.2 LB -FT 297.4 LB -605.6 LB 465.7 LB 42" 42" M12" 90.6 PSF 45.3 PSF 52.8 PSF 26.4 PSF 45.3 PSF 22.6 PSF ' 34.0 PSF 17.0 PSF 276.2 LB -FT ' 297.4 LB 64q.3 LB 521.3 LB 46" 48" 48" G9.9 PSF 34.9 PSF 40.8 PSF 20.4 PSF 34.9 PSF 17.4 PSF 26.3 PSF 13.1 PSF 276.2 LB -FT 297.4 LB " 682.6 LB 557.3 LB 24" 24" 24" - 194.0 PSF 97.0 PSF 114.5 PSF 57.2 PSF 99.9 PSF 49.9 PSF 77.5 PSF 38.7 PSF 276.2 LB -FT 232.1 LB 440.4 LB 413.6 LB 30" 30" 30" 135.O.PSF 67.5 PSF 78.7 PSF 39.3 PSF 67.5 PSF 33.7 PSF 50.7 PSF 25.3 PSF 276.2 LB -FT 232.1 LB 496.7 LB 440.3 LB 36" 36" 36" 24" 95.2 PSF q7.6 PSF SS.S PSF 27.7 PSF 47.6 PSF 23.8 PSF 35.8 PSF 17.9 PSF 276.2 LB -FT 232.1 LB 527.3 LB 467.7 LB 42" 42" M12" 70.7 PSF 35.3 PSF 41.2 PSF 20.6 PSF 35.3 PSF- 17.6 PSF 26.5 PSF 13.2 PSF 276.2 LB -FT 232.1 LB 557.6 LB 495.5 LB 46" 48" 48" 54.6 PSF 27.3 PSF 31.8 PSF 15.9 PSF 27.3 PSF 13.G PSF 20.5 PSF 10.2 PSF 276.2 LB -FT 232.1 LB 587.5 LB 523.E LB 24" 24" 24" 169.6 PSF 84.8 PSF 98.9 PSF 49.4 PSF 84,8 PSF 42.4 PSF 63.7 PSF 31.8 PSF 276.2 LB -FT 190.8 LB 427.6 LB 412.6 LB 30" 30" 30" 111.0 PSF 55.5 PSF 64.7 PSF 32.3 PSF 55.5 PSF 27.7 PSF 41.7 PSF 20.8 PSF Z76.2 LB -FT 190.8 LB 453.4 LB 434.5 LB 36" 36" 36" 3D" 78.2 PSF 39.1 PSF 45.6 PSF 22.6 PSF 39.1 PSF 19.5 PSF 29.4 PSF 14.7 PSF 276.2 LB -FT 190.8 LB 478.E LB 457.1 LB 42" 42" 42" 58.1 PSF 29.0 PSF 33.9 PSF 16.9 PSF 29.OPSF 14.5 PSF 21.8 PSF 10.9 PSF 276:2 LB -FT 190.8 LB 503.4 LB 479.9111 48" 48" 48" 44.9 PSF 22.4 PSF 26.1 PSF 13.0 PSF 22.4 PSF 11.2 PSF 276.2 LB -FT 190.8 LB 528.0 LB 503.0 LB 24" 24" 24" 144.2 PSF 72.1 PSF 84.1 PSF 42.0 PSF 72.1 PSF 36.0 PSF 54.2 PSF 27.1 PSF 276.2 LB -FT 1G2.2 LB 401.8 LB 41Z.2 LB 30" 30" 30" 94.3 PSF 47.1 PSF 55.0 PSF 27.5 PSF 47.1 PSF 23.5 PSF 35.4 PSF 17.7 PSF 276.2 LB -Fr 162.2 LB 423.7 LB 430.9 LB 36" 36" 36" 36" 66.5 PSF 33.2 PSF 38.8 PSF 19.4 PSF 33.2 PSF 16.6 PSF 25.0 PSF 12.5 PSF 276.2 LB -FT 162.2 LB 445.1 LB 450.0 LB 42" 42" 42" 49.4 PSF 24.7 PSF 28.8 PSF 14.4 PSF 24.7 PSF 12.3 PSF 276.2 LB -FT 1G2.2 LB 466.2 LB 469.5 LB 48" 48" 48" 38.1 PSF 19.0 PSF 22.2 PSF 11.1 PSF � 276.2 LB -FT 162.2 LB 487.1 L8 g69.1 LB L. © Y4-20 Xh" GALV. BOLT TIGHTEN TO REFUSAL CHANNELTO Y4 Yz° TUBE PROVIDE FILLET Y� WELD FOR FULL VISIBLE "C"CHANNEL 4 CIRCUMFERENCE OF PIECE ® TO RECTANGULAR TUBING ® PIECE ®ORQ Q ' ROUND TUBING 4Q FRAME ASSEMBLY DETAIL 5 SCALE: 3"-1'-0' . 7/8" ( P.) ROUND TUBING 4ANCHORS PER PLATE I (SEE ANCHOR SCHEDULE) I �, y" FILLET WELD FULL BASE PLATE i I POST CIRCUMFERENCE TO BASE PLATE HOST STRUCTURE PER ANCHO/ R SCHEDULE BASE PLATE DETAIL/ASSE/P/ILA/T'E DETAIL 5 SCALE: 3"=1'-O" I -BEAM MUST BE 1j PARALLEL TO TRUSSES FOR THIS DETAIL 1 I ADUACENT POST ASSEMBLY TYP 7/8' TYP. EDGE 5'xS'xj' BASE PLATE, n. (4) 3' "0 SAC- GRADE 5 THREADED RODS WITH- 3/4"0 MIN. WASHER AND LOCKING NUTS, TYP. UTILIZE LOCKING NUT EACH SIDE OF ALUMINUM ANGLE, TYP. (2) 3'x3°x%- 6061-T6 .CONTINUOUS ALUMINUM— ANGLETO MATCH BASE PLATE FOOTPRINT ABOVE. UTILIZE (1) ANGLE EACH SIDE OF ANCHOR ROW, SEE SIDE VIEW FOR MORE DETAILS. UNIT HOUSING U 0 (4) R14 316 SS SHEET METAL j o SCREWS TO 22GA (0.031') MIN STEEL HOUSING PER ANGLE °v D 4"xI-1/2'x14GA (0.078') Q A36 MIN. STEEL CLIP W/ p (2) #14 316 SS SHEET U METAL SCREWS TO 112 I -BEAM. MIN (4) ANGLES MAX PER UNIT,(1) PER CORNER I -BEAM ISOLATOR PADS (BY MANUFACTURER) BEYOND. MIN. 4 PER UNIT 21 A/C .UNIT TIE -DOWN DETAIL S / SCALE: 3"-I'-0' DESIGN PROFESSIONAL OF T C SEE DESIGN SCHEDULES RECORD SHALL VERIFY FOR REACTIONS PER EACH CAPACITY OF HOST POST, AS ILLUSTRATED STRUCTURE HEREIN, TYP. 3" ROOFING FINISH M ESUMEDBY OTHERS V —� 7 rrJJ J HOST STRUCTURE ji 4 BASEPLATE REACTIONS 5 SCALE: 2"=I'-O" ANCHOR SCHEDULE FOR USE WITH DETAIL, ONLY ANCHOR HOST ANCHOR DESCRIPTION TYPE STRUCTURE (4)114.0 POWERS WEDGE -BOLT CONCRETE ANCHORS WITH 61B-O MIN. WASHER, 2-1?EMBEDMENT 63"MW El CONCRETE EDGE DISTANCE, 2-1/4' SPACING PER "STD" BASE PLATE. 34W SPACING PER'HD" BASEPLATE (4) 3WO SAE GRADE 2 GALVANIZED BOLTS W1 STEEL NUT S 3U4.0 MIN. WASHER O STRUCTURALAX STEEL MEMBERS (0.27" MIN HOST THICKNESS) WITH 314-0I 3� WOOD 3-11TMIN THREAD PNETRATION TOS WOOD FRAMING d MIN 314" EDGE DISTANCE (4)/14 SAE GRACE S SHEET METAL SCREWS WITH STEEL 518.0 MIN. WASHER TO STRUCTURAL AW STEEL IAEMBERS TAP MIN HOST THICKWESS) ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE FOR EACH ANCHOR. 3. WOOD HOST STRUCTURE SHALL BE 'SOUTHERN PINE' G=0.55 OR GREATER DENSITY.. ALL CONCRETE SUBSTRATE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. CONCRETE SUBSTRATE THICKNESS SHALL BE GREATER THAN OR EQUAL TO 1.SXANCHOR EMBEDMENT. INSTALL CONCRETE ANCHORS TO UN -CRACKED CONCRETE ONLY. 4. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES ROOFING FINISHES. S. WHERE EXISTING STRUCTURE IS WOOD TRUSSES, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD TRUSSMEMBERS, NOT INTO PLYWOOD. STAND DEPTH PER I --i ROUND TUBING Q DESIGN SCHEDULE I 4 A 7/8' A TYP. EDGE (4) %'0 SAE GRADE 5 ROUND TUBING ® { I THREADED RODS WITH 1 l t^ _ BASE PLATE 3 %"0-0UN. WASHER AND LOCKING NUTS, TYP. WOOD: ADD (4) %'0 LAG SCREW, %"0 MIN. WASHER, N 3Y=° MIN. EMBED, 1' MIN. ` I f i EXISTING TRUSS EDGE DISTANCE I+ �MEGiDER STEEL: AD THR000LT,3'i"0 MIN. WASHER I 121 3'x3"XY" 6061-T6 AND LOCKING NUT. UTILIZE (2) TOP AND (2) BOTTOM, TYP. UTILIZE LOCKING NUT n EACH SIDE OF ALUMINUM in ANGLE, TYP. EXISTING WOOD TRUSS MEt•1BERS (G=0.55 MIN.) ALTERNATE BASE PLATE SECTION A -A (SIDE -VIEW) OR )a A36 MIN STEEL (INTEGRITY BY ATTACH M ENT AT WOOD/STEEL O7HER5),.TYP. TRUSS MEMBERS. 5 SCALE: 3"=1'-O" ALUMINUM ANGLE TO MATCH BASE PLATE FOOTPRINT ABOVE. 0