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Home My WebLink AboutProduct Approval M IAM I-DADE p MIAMI—DARE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Miami Tech,Inc. 3611 NW 74 Street Miami,FL 33147 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve j the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building j Code,including the High Velocity Hurricane Zone. DESCRIPTION:Aluminum A/C Stand APPROVAL DOCUMENT: Drawing No. 15-2476, titled "Aluminum A/C Stand HVHZ Compliant", sheets 1 through 10 of 10, dated 01/10/2007, and last revised on 11/01/2017, prepared by Engineering Express, signed and sealed by Frank L. Bernardo, P.E., bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number & expiration date by Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The .NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of-this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA##16-0601.01 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. NOA No.17-1218.02 MIAMFDADE COUNTY / Expiration Date: January 15,2024 /10 Approval Date: June 21,2018 Page 1 Miami Tech,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 15-2476,titled"Aluminum A/C Stand HVHZ Compliant", sheets 1 through 10 of 10, dated 01/10/2007, and last revised on I1/01/2017,prepared by Engineering Express,signed and sealed by Frank L. Bennardo,P.E. B. TESTS 1. Load Testing of Aluminum A/C Stand Post to Welded Baseplate,prepared by QC Metallurgical,Inc., QCM Job No. 15KM-958,dated 11/13/15, signed by Jerry Iaciofano j (Voluntary Testing) (Submitted under NOA No. 15-0902.05) C. CALCULATIONS 1. Engineering design calculations,prepared by Engineering Express, date 11/21/17 and last revised on 04/25/.18,signed and sealed by Frank L.Bernardo,P.E. 2. Engineering design calculations,prepared by Engineering Express, dated 05/25/16 and last ! revised.on 06/23/16, signed and sealed by Frank L.Bernardo, P.E. (Submitted under NOA No. 16-0601.01) i D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letters dated 11/28/2017 indicating compliance to FBC 2017 (6th Edition)prepared by Engineering Express signed&sealed by Frank L. Bernardo,P.E. G. OTHER 1. Notice of Acceptance No. 16-0601.01, issued to Miami Tech,Inc.,for their Aluminum A/C Stand,approved on 07/14/2016 and expiring on 01/15/2019. i Sifang Zhao,P.E. Product Control Examiner NOA No. 17-1218.02 Expiration Date: January 15,2024 Approval Date: June 21,2018 E-1 \. 6EN/VgR p B 046547NARDO,Fv�. ALUMINUM STANDS FOR MECHANICAL UNITS MAXIMUM ALLOWABLE A/C UNIT DEPTH DESIGN PRESSURES: _ �T5/2,01 ( - (SHALL BE GREATER THAN OR A/C GREATER DEPTH (SHALL O GREATER THAN OR - ' EQUAL TO MEAN UNIT HEIGHT) •PROVIDE 2"MIN EMBEDMENT OF .1 AS NOTED IN �q •, E � EQUAL—MEAN UNIT HEIGHT) S CARE TUBING INTO UARE TUB JG ——————— — DESIGN SCHEDULES T CENTER 10'LONG .1 SQUARE A/CUNEr I wp� TUBINGABOUTAD] CENT® A/C UNIT U'pw DESIGN NOTES: 1, (SEE DESIGN SCHEDULES =<p SQUARE TUBING ENDS (SEE DESIGN SCHEDULES � =a w . DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM Q'rW^I I M u N FOR A/C UNIT SIZES) I iz F.w FOR A/C UNIT SIZES) t = SHALL BE DETERMINED SEPARATELY ON A JOB-SPECIFIC BASIS IN - W N j LL m z z ACCORDANCE WITH THE GOVERNING CODE USING ASD 'h LL VI C V p w METHODOLOGY.SITE-SPECIFIC PRESSURE REQUIREMENTS AS W V, O S a u m a ¢ DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 16 W SUPPORT ANGLE 20"OR 30"ADJUSTABLE SPREAD I d zC, 36"OR 42"ADJUSTABLE SPREAD z LL W OF THE FLORIDA BUILDING CODE SIXTH EDITION(2017)SHALL Z U BE LESS THAN OR EQUAL TO THE LATERAL AND UPLIFT DESIGN rrIn� a LL w w UTILIZED FOR UNITS STAND DEPTH F a[w STAND DEPTH S w PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY U <W S i u° DEPTHS THAT ARE LESS SEE DESIGN SCHEDULE) L)"o (SEE DESIGN SCHEDULE) U"p PR SHOWN. Zx Oat ID u$ THAN STAND DEPTHS. r' d a C, SEE DETAILS IA AND 1B O"w 4 ON SHEET IO FOR SUPPORT ANGLE r GENERAL NOTES W o3LLV CONFIGURATION UTILIZED FOR UNITS 1, THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN VI LUz z 1 - DEPTHS THAT ARE LESS 1 18"MAX---} }-18"MAX ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE FLORIDA p W w THAN STAND DEPTHS. AS CODE SIXTH EDITION(2017). C I - w 2. MAXIMUM DIMENSIONS AND WEIGHT OF RIC UNIT SMALL CONFORM SEE DETAILS.AND 1B F= n 2 ,� n 2 2 TO SPECIFICATIONS STATED.—N.MINIMUM 7.1-OR MAXIMUM AS ON SHEET 10 FOR x - 10' I m m LISTED HEREIN. -- V m h ® 1)5/OLT m u u ® TYP•t"T l7 f T 3. THE AROHITECT/ENGINEER OF RECORD FOR THE PROJECT ¢ CONFIGURATION z u... THRUBOLT TO w z .. tl A w INTERLOCKS DARE =z w (1)5/16-18 THRUBOLTTO =z N SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE i a 3 TUBING' Q C ul n m INTERLOCK SQUARE p R. RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO 2 z w THIS DESIGN WHICH SMALL BE COORDINATED BY THE PERMITTING :n @ F 10 a p N f 3 TUBING EACH SIDE' ¢p CONTRACTOR. TOP OF V OOF HOST STRUCTURE w... TOP OF V 10 rA 4. REACTION FORCES LISTED FOR USE WITH HOST STRUCTURE e ___ _ a OOF HOST STRUCZIIRE _ a VERIFICATION ARE CALCULATED USING ASD METHODOLOGY.DESIGN Z ROOF _ _ ___ __ rr �I ROOF -- �RODFIN PROFESSIONAL OF RECORD TO VERIFY APPLICABILITY AND/OR FINISH 1 f FINISH _- ADDITIONAL FACTORS FOR USE WITH HOST STRUCTURE VERIFICATION, f.•1 o p S. ALL FASTENERS TO BE N10 OR GREATER SAE GRADE 5,UNLESS w m Q H ® O NOTED OTHERWISE,CADMIUM PLATED OR OTHERWISE CORROSION a Y F 4 ANCHORS BASE PLATE 3°ASSUMED 4 ANCHORS BASE PLATE ASUMED RESISTANT MATERIAL AND SMALL COMPLY WITH J.3.3,SPECIFICATIONS =ut S (SEEERPLATE fISTDNN ASSEMBLY THICKNESS PER PLATE 11HDTI ASSEMBLY G FOR ALUM.STRUCTURES-SECTION 1,THE ALUMINUM ASSOCIATION,INC., U (SEE ANCHOR THICKNESS &APPLICABLE FEDERAL,STATE,AND LOCAL CODES.PROVIDE(5)PITCHES c p SCHEDULE 1 ELEVATION SCHEDULE 2 ELEVATION MIN PAST THREAD PLANE. V FOR ANCHOR 1 SCALE:NTS END ELEVATION FOR ANCHOR 1 SCALE:NITS END ELEVATION fi. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6051-T6 Z s z W= SPECS) 1 SPECS) 1 OR 6005-T5. CC•�f x= 7. ALL 22GA DEFORMED STEEL STRAPS USED FOR UNIT TIE-DOWNS G SHALL BE ASTM A36 MIN.STEEL FABRICATION OF STEEL STRAPS SHALL Q rn m Q UTILIZE NEXT-HIGHEST STAND HEIGHT FOR BE BY STRAP MANUFACTURER ONLY. 1--1 $ LARGER ROOFTHICKNESS.FOR ROOFING B. ALL EXISTING CONCRETE SUBSTRATE SHALL HAVE MINIMUM PC WITHOUT INSULATION OMIT 3°THICKNESS AND COMPRESSIVE STRENGTH OF 3000 PSI AS VERIFIED BY OTHERS. z UTILIZE CLEAR HEIGHT FROM FINISHED FLOOR. 9. ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE WITH 0 ♦-38"A/C UNIT DEPTH i FBC SECTION 2003.8.1.4 WITH WELD FILLER ALLOYS MEETING ANSVAWS a UIN2E NEXT-SMALIESf STAND DEPOT FOR VALUES IN A/C UNIT DEPTH A/C UNIT WIDTH ACCO STANDARDS TO ACHIEVE ULTIMATE DESIGN STRENGTH IN R BETWEEN FORv TABLES ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL,TABLE 3.2.1. SUGGESTED WELD FILLER:5356 ELECTRODES.ALL ALUMINUM S St MIN./450 f MAX UNrr1 CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE TOLERANCES, Z WEIGHT AS VERIFIED BY 38"D X 50"W x 70"H A/C UNIT p QUALITY AND METHODS OF CONSTRUCTION AS SET FORTH IN FBC S SEE"CUSTOM ASSEMBLY" Vim' - SECTION 2003.2 AND THE AMERICAN WELDING SOCIETY'S STRUCTURAL DESIGN SCHEDULE,ON SHEET a= WELDING CODE-ALUMINUM(D13).MINIMUM WELD IS 'THROAT FULL 8,FOR CONFIGURATION o tl PERIMETER FILLET WELD UNLESS OTHERWISE NOTED. LIMITATIONS) = 10. THE CONTRACTOR IS RESPONSIBLE TO INSULATE MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. Ij KH r PRODULTRSVLSID z 11. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED& zz NU cmVEyl7g with the FJOLIAa 7 INSTALLED BY OTHERS.ALL MECHANICAL SPECIFICATIONS(CLEAR 3 I I LJ P.11ilIHIIlg Code SPACE,TONNAGE,ETC.)SHALL BE AS PER MANUFACTURER 1 T- Acceptant.ld.. I L!S•aZ a RREECNOMMMEETNODAATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE m @s g ��ry1 L'y-�antioa DBE o)-J5 zo7-Nr 12. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESR. IGN AS SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR,et.al. p Sm x '^. L7 F m IJy INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST& g U min ® 1)5/16-18 tl z )O>� UC[CO�Dt 2 3 DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM g Bi THRUBOLT TO G w y y MATERIAL FABRICATION,SYSTEM ERECTION,CONSTRUCTION PRACTICES 3 aa gq aa s a w INTERLOCK SQUARE z K=j 1 1 BEYOND THAT WHICH IS CALLED FOR BY LOCAL,STATE,&FEDERAL Lz S S a fY 1�i y 6i 10 TUBING' Va~1 0°' REF. '� IMILAR CODES&FROM DEVIATIONS OF THIS PLAN. TOP OF V I¢- OOF HOST CONFIGURATION 13. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT ROOF _ _cOOFM ST___ _ DETAILS I PROVIDE INFORMATION FOR A SPECIFIC SITE.FOR Sn I CONDITIONS 15-2476 3"ASSUMEDO DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC SCAR[: Nrs FINISH 7�L- ROOFING �� _) PAGE DESCRIPnON! __ THICKNESS �', p LDOCUMENTSOR USE IN CON]UNCTION WITF1 THIS DOCUMENT. COVER SHEET AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL 4 ANCHORS BASE PLATE a NS OR AFFIRMATIONS ARE INTENDED. PER PLATE IHCUSTOMIN ASSEMBLY STAND WIDTH DS SNALLLABELEDPERMIAMI-DACERC-QUTREMENTSW0.(SEEANCHOR &LEG SPACING PER ORY PRODUCT APPROVALS IN ACCORDANCE WITH THESCHEDULE ELEVATION CONFIGURATION Slow T DING CODE. FOR ANCHOR 1 SCALE:NITS END ELEVATION DETAILS \ �p o SPECS) �i 'sp i Vp Do STAND COMPONENTS 6 71P :\ ,` � �49...o'o'E z 000" -2.484'----1 0.185 0.094" — —-�1.750- 41/21,TyP. LL 4�Q. ,. 0.094 0.125" ,tr=- -I{' O O - -_ 0.750" O I 1/4" u W r•i 45° TYP. o (SEE SCHED) THICK -p p'(E Om,;•U�` ' "SS BOLT ��Q '• O 0.125° TIGHTEN TO r4 1 -L I�� REFUSAL, o.zxs�.00•s�otra�iwlo __. / " (O �� F^�'M o '0.256 1.900 o.1ee•xo0•seE nEruuNzo f/ �j CROSSMEMBER CROSSMEMBER 0.250" L- - J r ' o�LLNa 0.555" INNE TUBING _ _mm �� POSTPOST 6„=1_0. 0.1565 "L° WW 0�2Pg�a �0.180" 6°=1'-0° 6°=3-0" (SEE SCHED)� Zl� w>Q LL 0.250° 1.500" 0.250" 3/4"TYP. 3/4"TYP. TUBE AT ¢w U —z.0oa" SUPPORT CENTER OF OL 10 z� 1 RAIL(I-BEAM) 3 C-CHANNEL ANGLE BASEPLATE PLATE(SEE Z N w 6"mil'-0" 5 6 NTS DETAIL 3/30) W u'�w ®z y t� NO-'dxw THIS MEAN UNIT HEIGHT & MAX FACE AREA CALCULATION DIRECTIVE: MAXIMUMR FEACEEAREA OF ANY MULTIPL SHALL BE USED TOE NIT CONFIGURATIONCULATE THE MEAN . EXAMPLE i1 EXAMPLE CONFIGURATIONS: FORMULAS USED FOR DETERMINING MEAN UNIT HEIGHT&MAXIMUM UNIT j 16"MAX n HEIGHT 6 2 UNIT5:2 FRAME CONFIGURATION DIFFERENC 1. CALCULATE THE MEAN UNIT HEIGHT BY THE FOLLOWING EQUATION: E• t--W3--f TWO UNITS:� z f----W 2--f EIGLGNIT--------- ----------- HI+H2+H3 h"I riI AC UNIT T AG UN _..__.__..__ THREE UNITS: 3 w� s (H1xW1) AC UNIT]n (fIIxWI) AC UfJ2) • + + +a =1)j rn m (H2xW2) x (H2xW2) FOUR UNITS:H1 H�H3 H J� L) RAIL MAY OVERHANG . -- •n"UNITS:H3+H2+H3+.,.Hn W a LL N a o 5'MAX RAIL END FRAME 1.0'MAX �9 PRODUCE RLzVISEp '- 4505 SPAN (TYP.ALL CONFIGS.) I# I+ ee I.- 3 f^ 3 N MAX 2. CALCULATE THE MAXIMUM UNIT FACE AREA BY THE FOLLOWING �-'1bg��Fladda }— SPAN EQUATION: ding Cbd. A-p--?,TO. 7 Z .0 •• e ¢2 • TWO UNITS:(H1xWl)+(H2xW2) jI9II0o D1 H m 16"MAX 16"MAX 3 UNIT5:3 FRAME CONFIGURATION HEIGHT LDIFFERENCE- • THREE UNITS:(H1xWl)+(H2xW2)+(H3xW3) w f-W2- t DIFFERENCE• -- FOUR UNITS:(H1xW1)+(H2xW2)+(H3xW3)+(H4xW4) IMIemi Dadeplp C�hDI a f-Wl--f I W3� Ml;AN UNR-__-_- _ 1..-__...I -_ "n"UNITS:(HSxW1)+...(HnxWn)AC UNR HEIGHT AC tFiff AC UNIT H2xW2) ----------------------.--__ __ _—_-p AC UNR AC UNR _--_--.-------------------- -(HIxWI) (H3xW3) (H1xW1)ti I I $ I EXAMPLE SCENARIO: 950# 112. CONSIDER A CALCULATE THE UMEAN UR UNIT HEIGHT.T.nON WITH THE DIMENSIONS AS SHOWN BELOW. MAX HI H2+H�.20"+29•+422°+25"vO I 'o I FOUR UNITS: 4 24°MEAN UNR HEIGHT I I w �_ MAX RAIL 1 S MAX RAIL I I I f:- S SPAN r� SPAN 113. CALCULATE THE MAXIMUM FACE AREA. I I 4 UNIT5:4 FRAME CONFIGURATION 16'MAX 16"MAX 16"MAX I I FOUR UNITS: NIA ¢x i HEIGHT HEIGHT HEIGHT I 1,r1 I (H1xw1)+(H2xW2)+(H3xW3)+(H4xW4) (20°x21')+(29"x25°)+(22°x22°)+(25°x27") I !° --f DIFFERENCE' DIFFERENCE•DIFFERENCE' I II m N �W3� W4 u - - _-_-__ II a 23041nx 7uN, W2•--f *� {G((7�iACUNRI _-__ ..n AC UNR AC UNR = pC UNR v j(H1xW1) AC UNIT+AC UNIT f AC UNR I I TOTAL FACE I �°k'L" , _ (H2xW2) (H3xW3) (H4xW4) = I (H2xW2)I (H3xW3) (H4xW4) I I AREA=2304 inx I y4 t- IIIII -� 21" --2-5"--�22z'r 2-7" - 24"MEAN MEAN UNIL 9a NIT HEIGHT III III 3�e1:s5-�2nrt4s�7 �6 --- HEIGHT Un z urxRAIL ITT UNIT M 5'MAXRAIL 5'MAX SPAN - UNIT. (zsn) zv- SPAN 0.21 nzz PA oEscuvnon: NOTE:THE NUMBER OF UNITS PER STAND CONFIGURATION MAY BE •MAXIMUM ALLOWABLE HEIGHT i I -j I i COVER SHEET UNLIMITED PROVIDED THAT MULTIPLE UNITS CONFORM TO THE DIFFERENCE BE ANY UNITS IN A MEAN UNIT HEIGHT&MAXIMUM UNIT FACE AREA RESTRICTIONS MULTIPLE UNIT CONFIGURATION IS I I tv UTILIZED IN THE DESIGN SCHEDULES. RESTRICTED TO 16°MAX. I I I I 9 $[ry I I 55111 I1111111/1!/,, KUB "STD" STAND DESIGN SCHEDULES &STAND-DIRECTIVE EXAMPLE 0"" 0 9 IDAD,RANSFEA pFOnUT[OM FOR lOif WDH HOST �44 b, 2. 20"STAND DEPTH MINIMUM:MAX FACE AREA 36001nx-126001n2,FRAME QUANTITY S-8 FRAMES srRlxTURe vewnuTiDn O-F STAND MA% fAl7:ARFA:6iMMF5 nA%FA[E FMMES D MAx FAfI APFA•6 NA%iACEA0.FA:SFMMES . n v,R MEAN IlAx WC ANOIOR iYDE:-.4 ANON)0.5 TYPE:300.] ANOIO0.IYPE:10R4 AMGBRS T9E:2 OR] MWO-E:1 CR4 AlKHORSJYFE:20R3 AItNORT IOF. MIDIORS TYRE:2 OR] PW{,BI15E NAx,OAtf FWL BA.9E MA1f.00.5E NFI1017 Np F ARPA FtAx AIIAVlA&! NA% MAx ALLOWAOIE NAX MA)tALLOWABIE NAx NAx ALLCWABIE IIAY i1AltALLOWABIE 1Wt i15x Al1pWA01E ItSx NAx ALLOWA0IE P1AY NAx ALLOWA0IE MAY NDNENF(N) SMEARm IInDTm IFIUY➢Y(LT �'•'.. I"ST 'o r''l IATEAALlWO I�IRABIe 1ATEMLIOAO AWABtE uTEPALIAM AWANE UTDUL lOAD Wii� 4TFRAL ID.3D ALABIE uTEAALIOAD ALL �IE uTERAL IDAD uTA� LITERAL LOAD AIUO�AO� /I-O L..1 F ��(yLa• `=. 16• 189.9 PSF 149.9 PS 189.9.1 349.9 PS 109.9 IF 149.9.1 1B9.9IF W.IF 170.1 IF Ul.l 3F 1M.0 IF U.1 IF IM.9 PSF 111.5 IF 330.5 IF 1093 PSF ]OOAO lefiT 409.6 lH I691.010 t]]4A tB / � N M 34• ]0• ]b001M 1M 6 PSF 145.7 IF 104.6 3P 14S.7 3F 161.5 IF 1213 MY I63.5IF 337.5 PSF "m IF 1093IF I. PSf 1093 IF f153 P5F 91.13F 1153If 91.1 IF MOAO LBiT ]1N to 3500.918 3383.E LB /%F� W�MS \ 30' 13D.9 IF 119.1 IF ...I 3F 119.1 IF 131.0 IF 101.2 3F I31.0 3F 104.2 3f 1I3.1 MF W3 3F 113.1 IF B93 PSF 943 IF 74A 3F 9413E )A!IF ]6BAB 0- -1. DM.91A M1.1 LB 1e' 993 3F ]9 3 3F 99.13E 713 3F 99.2 3F )e3 PSF 99.]3F 70.]PSF 993 3F ]83 IF NA IF 773 PSP 93.43E 'R.l3F eIA PSF M.6 IF 6 350.40 1 F M9.6 M 1883.510 ISBB.B LB �LL FA N m 24• 60001Y B93 3F 70.]3i 99.3 PSF ]03 PSF 99.13E >03 IF 99.1 FSi ]B.I IF 85.03E 67.1 FSF 0S.- -1 IF >O.9 3F 55.9 3f ]OA IF 55.9 IF WO.40-F 317.3 M 1030.210 145165 W W LL N 1Ny p ]0" 92b PSf 7l.13F 92.E IF >l.1 PSF 81.0 IF M.0 PSi 01.0 IF MA IF 69A 3F 54A PSF 69A IF 5I8 PSF l7.9 FSF M.>PSF 5).9 3F 45.7 PSF J60A0 LBfT 159.J LL 1503.3 tB I)fibA lB -j W O a U OUR IB• e PSF 6].t IF 50 B F 6x1 IF 85 6]1 IF ,6 56e PSF a Sea IF SOS PSF b e "A IF 533 IF 43.1 PSF ..A.- 409.E W S08S.1IB 1799.5l0 -0.R` 34• 50" 9000 n• 56 6 PSF M.5 PSF SB 4.5 PSF $e.6 IF 5B 6 52.9 IF 58 PS£ SIS IF 5]A IF 451 IF 55.)PSF M.0 PSF 47.9 PSF F 3"IF 463 PSF 36.)PSF 360AD-F 317318 18-M 16143 LB /n Q�a'�w W 70• SB 62.E IF 4 4 IF 50 6].b IF 49.4 IF 50.0 IF F 4]3 P6F 54A IF 413 IF M.9 PSF S/APSf 46.9 PSF ]].0 PS ]91 PSF >0.9 PSF ]9.1 IF 30.9 Y.5 ]60A0lBiT 29931A 1629.41R I5003IH u 010 m w 2 O CS.O PiF B 0 F 45.0 PSF 6 45.0 PSF 6 B 40.9 IF J6 a S3 P6 423 PSF 36.8 M P3 ;S.l PSf ]6A H. K 35.1 FSF 36.0 J] PSF 3933F )60AO IHiT 09.61H 1385.818 300&4lD b 126001nF 6.0 55]FS 43.fi PSf ]6 0 519 FSi G0.9 PSF ]6 a 40.1 18.1 PSF 6.B 45 ]SA PSF ]6 0 41 J2.]PSF 6.8 38 0.7 PSf MS PSF F 27.2 PSF ]33 PSF 15.E PS< b0A0lBiT RJ IB 1961.]lB 1710.e le K N -W lj ol0• 36.0 45.1 PS 35.E IF 6.1 45.1 1, J5A IF ]13 PSF ]6.8 9 ]L2 KF ]].B MF F 6.7 pSF ]].B PSF 263 PSf IBS PSF 333 PSi 282 PSf 32.2 IF J60AO IE�R 259318 1]50.51H 16J3.S l0 V.-1 W�ryy 2 ?;ILL-'•m-•�L'1 fOAO TRANSfERdWR nONFORUSE9][III HOST 9 N us b W W 20"STAND DEPTH MINIMUM:MAX FACE AREA 75801nR-SOOSOInx,FRAME QUANTITY 4-7 FRAMES s]wxTURe 9FRn](]3TION ONLY 'D WQ ummlD FRANe RAnD SFAND fA ARFA:7 iRAMFS IIAx fA 4ARFA:6 NNt REA:SFRAMB MAx FA�ABFA:4 FRAM. MAxZ MAx FACE ANOHORTITE:IOR4 ANl]MRSTYPE:100.3 ANOIORTYPE: - ANDf0R5 TRE:200.] ANDbRT9E:10R4 ANDxIRS TYPE2O0.] ANS]IORTSPE:200.4 ANCHORS TPf:SORI Hm OASE IUK 0115E MAx BASE MAx 6115E ,b H CJIf UNn APl'A NAx MAX MAx lux F30.N NAx I NAx F1CM2M(F) SNEARm UPIn M GMYM(C) HFIGM MAXALLDNABIF MA%ALLOWAO{P MAx Al1DWABIE MAx Al1DWFAIE -ALLOWABLE MAx ALLOWABLE MA%ALLOWABIEMAY ALLOPFABIE A110WA0 PLLOWABIE ALIDWABIE ALLOWABLE A1IAWABIL A1IDWABI! Al1DWA0LE LEWDR IATFAALlOAO lAlFl1AL IDM UTFMLIOAD � . LATERAL IOAO 1N11R LITERAL LOAD UPIJFT lATl3ULL0A0 10" 189.9 PSF 149 9IF 189.1 PSF 141.9 PSF 1-1 PSF 149.9 PSF IB9.9 3i M...PSF 1M.1 IF .1.9 PSF I]3A PSF .1.1 PSF 1M3 PSF F 1]B.5 PSF f093 PSF 960A0 tA-R 40961B 1691318 ]AIALB]0• 2M0 BN 3B9.9 FSF 149.9 F4 .1.93E IM.9 PSF I]J.O PSF 1]6.6 PSF 1']30 PSF US.6 PSF 1M.23F 113A PSF -IMF 113.8 PSF 1153 PSF F 3 1FSF 91.1 PSF ]60..- 33731B165.0 PS UO3 PSF I-PSF -13F 141.4 PSF I1L6 PSF 1.4 PSF I...PSF 117.9 PSF 9]A PSF117.9PSF93.0PSF943PSF 9013 _PSF ]fi0A0- M.]LBSB" 993 PSF Y83 PSi 99.1 PSF ]03 PSF 993 PSF ]61 PSF 993 PSF T83 PSF 991.1 ]e3 PSP 992 PSF ]B1 PSF 91.4 PSF F BIA IF 64.E PSF 360A01H•R 409AW 'eeI31B 1566bSI- 40' MOO NF 993 PSF 7a1 P5F 99.i PSF "1PSF 993PSF 711- 991 PSF T4]IF BB.S KF "I KF "'M 69.9 P3 >O.B Dg i 70APSF 55.9 PSF ]60M 16FT 13731E M621e 1151.61B6" 56 e5 PSF 67.1PSF IF 993 PST -PSF B6.B PSF MSIF 06.0 PSG M IF IF 3 3l 61.0 PSF 66 PSF 51.i IF wmg IF.fi PSF S 61.8 PSi P 93 PSF 42.1 PSF J60.40 t&R ]4BB ALL 2005.0 I0 IA9S lB z24" 50" 1300 wP 50 e]A 66.1 PSF e e F 64.13E SB 1.0 SF 56.]PSF 69 0 PSF 35.0 PSF 39 Q3 PSF 56 50 f PSF M.e PSF 47.9 PSF F MS PSF JUl DSF ]A W O aIF 54.03E a 6e.5 K 54.03E 50 58 46.]OSP 58 58 M3 PSF M93i 39.63E 48.9 PSF ]eb PSF ]9.1 PSF P ]9.13f 3O.9 PSF ]64.M IB-R i593IB 18J0.6 L8 150031E 1.. f0• 60• IOOeOIn' J6e 5] 95.O 3f A 5 F 41. 05•B PSF 6A IF 0 B Im F 45.9 60 SSB PSF M.e ]6.8 S5. PSF 34.B PSF 36.e 46.]3f 22-32A PSF ]65P.5 PSF I133P Sol IF ]6A S3f F 35A IF ]6CIbR31B 1M0.610 IM6A IB =G m 30" 3P ]9.0 PSF 36A 49A IF ]9.0 PSF J6A 421 PSF ])APSE J6.0 a2J PSF ))A PSF J53 IF i]A PSF 1523E S)A PSF 283 PSF 1L3 PSF 3623E 223 PSF ]60A018-R 259110 175).>LL 163I1 tO /1 m QLL V 6 V LL va a0O W a n •c F u STAND EXAMPLE a �-6 (THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE WIND PRESSURE&UPLIFT FOR ANY GIVENMA DESIGN SCHEDULE NOTES: s MECHANICAL UNIT CONFIGURATION THAT CONFORMS TO THE DIMENSION RESTRICTIONS LISTED HEREIN.SEE SHEEP 2 FOR MEAN UNIT HEIGHT MAXIMUM FACE AREA CALCULATION DIRECTIVE SEE SHEET 2 FOR COMPONENT SCHEDULE.SEE SHEET 9 FOR ANCHOR SCHEDULES.) ___ __ ___- _- o UNIT 1. MAXIMUM CALCULATED FACE _ MECHANICAL UNIT/STAND CRITERIA: Ur1LT AREA SHALL BE EQUAL TO CONSIDER THE INSTALLATION OF(4)MECHANICAL.UNITS,(I)-20'TALL 24'DEEP x 21'WIDE,(1)-29'TALL 24'DEEP x 25'WIDE,(1)-22'TALL x 24"DEEP x UNIT (29"x25') UNIT (25'x27") OR LESS THAN THE 22'WIDE,(1)-25-TALL x 27'DEEP x 27'WIDE,[350 LB MAX WEIGHT]INSTALLED WITH THE FOLLOWING CRITERIA: (20"A21') C22"x22°) MAXIMUM ALLOWABLE FACE NUMBER OF LEG FRAMES- (4)FRAMES AREA FOR EACH • STAND HEIGHT= 30'HEIGHT , CONFlGURATION. S STAND DEPTH' 20"STAND DEPTH SPREAD h HOST STRUCTURE3,000 PSI CONCRETE(AS VERIFIED BY OTHERS). jl i 2. SCREFERENCESCHEDULE FOR TYPE- ANCHOR S R Sg+a I ---. I GN LISTED HEREIN. (REIN•3. DES PROCEDURE: RESULT: PARENTHESIS REPRESENT , - CAPACITIES WHEN 1 DETERMINE THE MEAN UNIT HEIGHT FOR THE GIVEN CONFIGURATIONSEE SHEER,CALCULATION DIRECTIVE STEP#1 FOR METHOD OF CALCULATING THE MEAN UNIT HEIGHT.FOR CLARIFICATION,THIS TIE-DOWN STRAPS ARE zz CONFIGURATION HAS BEEN WORKED OUT IN THE EXAMPLE SCENARIO.(MEAN UNIT HEIGHT a 24 In) USED.SEE DETAIL 5 ON �z 2 DETERMINE THE MAXIMUM FACE AREA FOR THE GIVEN CONFIGURATION SEE SHEET 2,CALCULATION DIRECTIVE STEP g2 FOR METHOD OF CALCULATING THE MAXIMUM TOTAL UNIT FACE AREA.FUR CLARIFICATION,THIS SHEET 9 FOR STRAP >° CONFIGURATION HAS BEEN WORKED OUT IN THE EXAMPLE SCENARIO.(MA)=UM UNIT PACE AREA=2304 110) DETAILS. 3 LOCATE DESIGN SCHEDULE THAT APPLIES TO THE GIVEN CONFIGURATION SEE SHEET 3 FOR THE 20'STAND DEPTH WITH A MAXIMUM FACE AREA OF 230410. 6 FOR A 2304 Ini MAX TOTAL UNIT FACE AREA ON:30'STAND HEIGHT WITH(4)SUPPORTING FRAMES,THE ALLOWABLE WIND LOADS ARE AS FOLLOWS: TABLE LEGEND: FQ 7F 4 DETERMINE THE MAXIMUM ALLOWABLE LATERAL&UPLIFT WIND LOADS ALLOWABLE LATERAL WIND LOAD: 94.3 PSF (FROM TABLE ABOVE) _ ALL O WABLE UPLIFT WIND LOAD: 74A PSF O-DENOTEXAMPLE VALUE d B? a UTILIZE ANCHOR TYPES FROM DESIGN SCHEDULE ASSOCIATED WITH THE ALLOWABLE WINO VALUES DETERMINED IN STEP 4.FOR THE TABLE FOR USE WITH S INSTALL STAND PER PERMISSIBLE ANCHOR TYPES AND VERIFY HOST STRUCTURE TYPE LISTING,ANCHOR TYPES 2&3 MAY BE APPLIED.FOR THIS EXAMPLE UTILQE ANCHOR TYPE 2 FOR CONCRETE HOST STRUCTURE TYPE.INSTALL COVER PAGE STANDS PER ANCHOR SCHEDULE AND DETAILS AS ILLUSTRATED ON SHEET 9. DIRECTIVE 15-2476, CONCLUSION: SCALE: NIS ROPULTREV= PAGE D6CRIPTION: 6 �MMLLOWABLE LATERAL DESIGN PRESSURE- 94.3 PSF (FROM TABLE ABOVE) COVER SHEET LLOWABLE UPLIFT DESIGN PRESSURE- 94.4 PSF NSP)ying with the FlfEid1 COMPARE VALUES FROM STEP C6 TO THE SEPARATE SITE SPECIFIC REQUIRED DESIGN WIND PRESSURE PROVIDED BYA LICENSED7 O SITE SPECIFIC DESIGN CONDITIONS ENGlNEEROR REGISTERED ARCNITECI;NOT INCLUDED IN THIS CERTIFICATION.SLTE•SPECIFIC PRESSURE REQUIREMENTS SHALL BE 140 - 2180L Ila LESS THAN OR EQUAL TO THE LATERAL AND UPLIFTDESIGN PRESSUREALLOWABLE CAPACITY VALUES LISTED. ♦ica4oO DJID OI $ i `1111 t11111 I II„/// - BEN/V "STD" STAND DESIGN SCHEDULE CONTINUED FW BENMAAV0 1DAD]RAnsF[awrronNAnox wa usE wim lmsr swuciuRe vEaFlunox DNI.Y - 0 ' 20"STAND DEPTH MINIMUM:MAX FACE AREA 216O10-75601n1,FRAME QUANTITY 3-6 FRAMES uafrro Fwwe RAno STAND FIAfI MAN FA❑ARFA:6 FMME5 iAQ AREA:SFMME$ MAYF.I�AREA•4 ES MIOR. RfA•JF OR lULt i W CIEAR lIRN FACE MMORM;IOR4 ANOlORS TYPE:20R 3 A-O0.TYFE:I OR4 ANCHOItSTIE:300.] ANCHORTYIE:t0R4 0.NCIp0.S TYPf:2ORJ ANCHO0.TYIE:f 00.4 ANCHOKTYPF:300.3 MA%.BASE E MAN.BASE MAIL BASE MDGMT UNn AAeA MAC MA% M.U( MAN MAN MA% MAY MA% MOMQ?(M) SHBARM t-M GRAVITY(Q NOGM u]FRA"Di C.AC "Lwu�lE NM21ER.4L LOAD "U�IIIRLE _M LO LE 'omo. �naA�L AO "�ATLL ul[ML bLOAc WRY "uJ"9Uilwo Fu1E-L.�o '�°V�LL uieL�iLw DLL 189.9 IF 349.9 IF iW.9 IF ig9.9 IF IW.9 KF 149.9 Kf C.I.KF q9 9 KF IB9.9 KF 149.9 Ki 104.4 IF 245.6 IF 148.9 IF 11)S Kf iW.S Kf 109J IF J60.b LBiT 409.6 W 16BF3 W l3)4A LB ��O ( 24• W" 'Cl- M.,IF 149.9 IF 189.1 IF 149.1 IF Mg IF 149.1 IF 189.9 IF 149.9 If 153A PSF I..q KP -B IF I2L4 IF 1153 IF 91.1 IF II53 IF 91.1 Ki J60A0IB+T )t)J W ig98.1 LB 1285.E W /C]� ••• Q(/ ]0' 18&6 PSI 1b.9 IF SW.I IF ib.9 IF 3A.2 IF 134.1 Ki IS)3 PSi 1i4.1 IF 115.]PSF 992 IF fI52 Ki 993 Ki 943 IF J4APSF 943 KP )M PSF JWAO LB•i. 25931E 31e2.)W 1211.i W ///,` (:� ••iitl~\J'�DQ��1 2"4 A.' J600 UM 9]PST )e3 PSG 993 psi )B3 IF 99.3ISF )83 Ki 993 Ki >B.]Ki WA PSf �S IF 9�A PSi ]0.5ISf )OA IF 55.9 og )Od PSF 55.9 IF IFJ60 0IfLFT F )IJ PSF 992 IF 79.3 PSF S.,IF 1B.1 IF I"IF )&i If "i PSF 60.9 IF »3 KF 1. PSF S7.9 IS. 45.1 PSF S).9 PSf 45.7 IS. 16UAO L&FT ]]93 W 1504.0 w QUA W �VJ V N IB" B 0 67.1 IF e B F 6).1 IF 59 a PSF 67.1 IF 58 W t IF 50 2 a 65.0 ESF 58 t IF 56.1 IF 5B 6 e bA PSP 5]J PSF q11 IF ]60.10-1 409.81B U.-10 1A9.51H 11' 67 lq• 50• 54001n+ 58 6)J IF a 61.1 M 58 e i 6 0 IF W IF Mal IF 5B 63A IF 50.4 PSi 5B 61.9 PS b.9 PSi 41.9 IF E ]).B PSF 463 PSF 3&J IF 360.40 WFT 31M W IBWA IB 1614.91E W O =m,u )B.]IF 61A PSF W B J KF 61.8 IF B 65.1 IF 51.5 KP W 653 Ki sL5 KF 522 Ki 412 IF SLl KF 413 KF J9.1 KF J0.9 PSF ]9.1 PSF 30.9 IF 360.b LBiT 259J L0 1632218 ISWS W ¢ F;U-Ta X IB• 6 0 f KF 45A ISF J6.0! PS 45.0 ISF ]6d 5 PSF 45.0 KF )6.8 Ki 4"KF ]&B 5i PSF 45.0 PSF J6.B 49A 39A IF B 44.5 K 35.1 IF 6.8]> PSi 393 KF 160.b L&Fi 409.E W 3283.1 lB lO WA LB FI)IJ Q Q W LLo w�LL 24 5 KF 45.0 PSf J6.8 5]PSi q5.0 PSF J6.B 5)PSF 45.0 PSF 36A Sd KF Q KF 36.8 b PSF J6.J PSG )6.8 b.)PSF N.l KF 36]0.5 KF z).2 PSF ]]L]IF 25.E PSF J60.b L&Fi 31].l W 19 W.910 3T)6A LB L^JJ O m Z O ]0" 31.8 56.4 Kf 445 PSF 39.0 56A KF ".5 PSF 36.0 4]PSF 1).1 KP M.R q KF 11.1 Kf 36A 3].6 KF 39.]IF ]6A 3].6 KF 29.)KP 38.2 PSF E.2 PSF let PSF 312 IF 360.b ISFfT 259.)W 3)59J W 1B1231B L 111 d i DG O WW U�W.3gn,OZ IOADlAANSFER wfORMATION FOR 1Re WInf 1roSf 3 1L"�2 20"STAND DEPTH MINIMUM:MAX FACE AREA 144O10-5040I111,FRAME QUANTITY 2-5 FRAMES smuGnmevEmF]ranox oxLr N W s w < VIBIroiMMe MTIO MAY GA 0 W w STAND MAY S M[5 MA%At]'ARG:4iRAMB MAXFA.APFA:]iRANES FRG• MES +�-10 "a MFAN WIN FACE ANCMORT)-OR4 A ANOroaS-20R] M" OA-l0R4 Ax41OR9 F19E:1 OR 3 ANO100.TfPE:l Oa 4 AFICHOAS TYPE:20RJ AxC"ORTY.:100.4 1ANO100.9TWF:20R3 MAN,BASE MAY.BASE MNt.BASE MAL 9115E i3GMT Uxn AREA MAN MA% MAX MA% MA% MAX MA% MAN MOMEM lM7 SHfA0.M UPIIRm GMVR/(q x HF1GM] MAN ALLDWABIE ALLOWABLE MA%ALLOWABIE ALLOWABLE TUN ALLOWABIP ��,"� MAN ALLOWABLE ALIDWABLE AIlOwA01E Al A.L.E MAYAILOWANE Al1➢WABIE MAN AIIDWABLE ADOWABIE MAN At30WABlE ALLOWABLE IAIEAAL LOAD URIFf L.A. � LATEMLIDAD WIIFi UT6ULLOAO UN.T IATFAAL TOAD UPLLR uT3FAL lOAD UP{IFT lATeIULLOAD UI13fT TAT LOAD UMIFT IB" 169.9 IF 149.9 IF 189 9 I 149.9 PSF IB9.9 IF M 9 IF IB9.9I F 349 9 IF W.9 IF 149.9 IF 093 IF U9.9 IF ib.9 IF 111.5 IF 11.4 IF I 1093 IF -018FT 409.E LB l6e]2 W O14.1 W 24" 10" lob N+ 189.9 IF -A IF C.-IF 1495 IF 169.9 IF I...IF C.I.KF 149.9 IF 1]3.O IF 136.E IF 113A KF 136.E IF 1153 KF 9I.3 IF U"IF 91.1 IF 360AD 1B+T 317J lB IS00.0 W I1BS.6 W d 30" SB9.9 IF 149.9 PSF CB9.9 IF 1411 IF f88.B IF 248.9 IF IB&6 PSF 140mg IF 143A IF AUX IF 141A IF C.- 943 IF 14A PSF 943 IF )4A IF 36OA0 L04T 259J LD U811 W 113L1 W S 99.z FSP Je.l IF ]&]KF 993 KF )8.l KF 99 2 PSF ]83 PSF 992 KF )BJ PSF 992 KF ]B.J KF F >2.1 KF elA IF W.6�IF 360A0 LBiT 4W.81H 18BL5 W iSW.B W 24' 40• MG W- 99.2 IF 78J IF 993 IF )&]IF 992 IF 1B3 IF 993 IF ]83 DSF 991 IF 7BJ IF 992 IF 703 IF 70A IF 55.9 IF 70A I F IF 360AO LBf 3113 W 16A1.1 W MM4 30• 99.2 KF )83PSF 993Ki ]&l KF 992 KF TBJPSF 992 KF ]B2I F I-KF 68.5 KF BSA KF SBAI F W69 KF 45.)KF ".9 KF 4f2IF MOAO1- 25931B 250LS l0 6).2 KF 58 p5K 6).1 KF SB a KF 6].1 PSF 56 65 KF 6).1 PSF 50 0 I F 6].1 KF SB..9 Kf 6].O ISF Se 6t. P6i 48A Ki 53.3 KG CLS PSP J60AO IBiT gM.618 208LJF 6).2 KF F 6].1 Kf 58 p5 KF 611 Ki p5 KF 6).1 PSF SB)I.B M 36.]PSG 5e 69 6 KF SS.O PS 4>.9 Kf ])A PSF 4I.S PSF 35.]I F WOAO LEFT 11]1 W IBOSJ W U6]3 KF W p KF 6Lt IBF W B.J i 6IAKF 58 3 61A PSF W S KF bJPSF W SB KF bJ KP M.1 PSF W.9 K/ NA KF 30US F -.1.LBFL 35931E 163L21B G 36.8 PSF 410 ISF 8 KI -0 KF ]6d ISF 45.O PSi )6d PSF 45A KF 3-55. PSF bA PSF ]6.8 M. PSF 15.2 Ki M.8 5 l PSF 393 PSF -0 LBii b9.6 6 45.0 PSFa45.0 KF 6 0 PSF a 40.9 IF J e i ]BA DSF ]4.5 PSi 173 PSF PST 3!A PSF WOAD leaf ]J le l9WA W C<... ?F 45.0 KF J6.0 KF 4&0 KF 36.E 6 H.5 Kf 36A SSA PSF 44.5 PSF 3&e 423 PSF 33A Ki )Ae 413 ISf )JA PSF 10.2 PSF 22.2 KG 3e3 G5F 222 PSF 360AB LBiT z59J LB 1] G`2 U�� UO, WadNao Ld1DTAANSf9l IMOPMAnON WR WE WRx HOST 20"STAND DEPTH MINIMUM:MAX FACE AREA 72O1n2-252OIn2 FRAME QUANTITY 2-3 FRAMES uclERe vEwnunLrx orar 1-4 UHIi TD,FM Gl1O SiA .i4y E J S (,AY MAN GA[EARG:3"LLN MAN. gG:]FMMES QA2lLR NFAx MAN.ACE ANCH00.TFF:100.4 ANCMORTYPE:200.] ANdO0.1YPE:l OR♦ PMOIOAIYP£:10113 MAN, [ MAL BASE MAN.BASE NAN.BASE Q xDGHT UlOT AREA MAN MAN MAN MAN MOMVIrt M) sxEARM uMsrm Qu9fiYm DESIGN 5H M2 xl]GHf MAZALLOWABIE ALLOWbtf "AY "� ALLOWABL! NAYALLOWABtE ASIDIY,vc 11AYALLOWABtL "LV3wAWE UT SCHEDULE NOTES:EPAI.lOAO URIFf IATERAI.l0A0 URIR IATQUILIDAD Un]FT IAIFAAL LOAD �� Z SB" 189.9 IF .1.1 PSF 189.9 PSF 149.9 IF -IF 149.9 IF 099 IF 149A KP 119A018Ff A6I.1 LB 10)0.910 BSi.)l8 1, MAXIMUM CALCDLATED FA(F AREA 0 PRODUCT�miiOQfJ 24- 30" TtOW 899 IF ....IF I89.9IF 14-IF 89.9 IF 149.9 IF 09.9 KF 149.9 IF 196.601bR 1.1 IB 22]5.610 !DIM lB d icn T+.+�+' ]0• ]89.9 Kf 149.9 PSF 109.9 i5F 149.9 KF 188.E KF I48.9 PSi 1BBA KF Ib.9 PSF M0.401B-Fi 359J l8 I]81.)l8 116].fi le SHALL 8E EQUAL TO OR LESS THAN s E9�lyiugwiththe F101idO 1e• Ml IF ]83 IF 993KF ]pJPSF 99.3 IF ]0.1 IF 993 PSF ]83 IF 195.601E-FT -.3la v9:L6La es6A to THE MAXIMUM ALLOWABLE FACE ri• 0 1200 VP 91.2 IF -IF 99.2 KG 7&1 IF 9 2 IF 'M)J IF 993 PSF >B.3 IF 252.501 n -.3 to 106.0 CO 969A lB AREA FOR EACH CoNFIGURATION. }31J.IlOing�•'� 30" 99.1 IF -KF 992 IF )8.3 IF 993 KF -KF 99.1 IF 18.)KF 3W.90-FT .2.1. 1289.31E 312J210 2. REFERENCE ANCHOR SCHEDULE FOR g pGcep„'mGe No. 7'1Z1 Dy is" 4 se as ).v IF- W Bs Ki 6).1 IF se es P fiLi IF sae vsF fill PST lb,00 IaFr lnv.e W ulaJ u ulz.e u s ry'mf BBtC DI �2 z4• 1... te0o W se OS KF 6L1 Kf se es IF 6L1 DSF 58 Bs PSF 6Ll KP see PSF 6)3IF 320.1a lafT 2e1A W 160564W -C.,u ANCHOR TYPES LISTED HEREIN. n m �-- ]0• SI I!KF 61.1 Ki SB CBS)IF 6),I PSF 58()BJ PSF 61d PSf 5B(1B3 KF 61A KF ]60A018Fi 359J IE 16112 W 1432A M eJ iB• qsA Ki a 45.0 Kf 43.0 PSf B AA IF IJ&b tBiT 261A LB 14613 to 12WJ LB C 1: y - 4 m 34^ BO" 2520 W J6 8 5 F 45.0 Ki J6.B Ki 45.0 KF 36.8 45.0 P51' 6.0 Ki 45.0 IF 29)A01b 26LB LB 1629.]W 1422A M u iiJ1 S 'o�1 $X ��Gt�Dl ]0' K bA KF S)KF 45.0 PSF )6.8 56A i N.S IF M.S KT 3 60.UC_ )59J IB 21593 S 18 1565.O t8 p n U U U U u:m :RM LOADTMNSfBIINWAMAnOx ro0.u5E W[M xDSf O Si St�"U V OC 0: g 30"STAND DEPTH MINIMUM:MAX FACE AREA(360O1n1-126OOin3),FRAME QUANTITY 5-8 FRAMES srwnuRE vlRn3unoxorar ++yy � UNRTO MANE RAnD tY] t :0 ClFA0. MFAN MAN FA❑ NICMOATYPe:10R 4 E BANCHOKTYIE:20R3 ANCHD0.]YPE:I M4 AMC]gRSTYPE:100.] AHO10R1rPEJ-0 ANINORS TTPE:20R] ANCHOR IYPE:SO0.4 ANCM00.9TYPe:200.] -BASE 11AY.&45e MAIL BAS[ MAN.BASE S s� QA MCIGM ) "RE" MAYI MAN MAN MAN MAN MAY MAN MOMBn(M) BAR IV) UNIfTm GMVIn(G) MnGHf MAY ALLDLVA.- ALLOWAeIe MA%AIIO-- ALLOWABLE MAN Al1OWABIE ALLOWABIL MDIALLOWABIE AIIDWA0IP NAN ALLDWAeIE ABlE MAX ALIDW0.BlE ALLOWAeIE MAY AIWwAele ALLDWA0IP MAYALLOWA0IE Al E1 E S IATERAI IOAO UnIR uTFAAL LOAO UP11R uTHULIDAD uRIR uTERALLWD UftDT UTOUL LOADT ulFluL LOAD uIePAL LOAD ul1xl&10A0 UPC- M,34- ]0" ]WON+ 3)6.f PSF 1]9A PSF ne 1IF 139A ISF I50.0 KG 121.6 KF ]54d KF =6 PSF I32A ISF PSF 112A KF 1043 ISF 11&0 KF WA PSF 11&0 KP BSA ISF 360AO IBiT 30.1. lB-1. 80&)IB ¢110.]PSF 1-1 KF 114.1PSF .1.1 K. 100.0 KF 1S6A Ki 1WD KF LOBS PSf F 1W3 PSF 85.1 PSF 90.4IF )lA I5T 90A ISF )1.4PSF 3W.0 -10 925.11B98.E KF 125.0 KF 9&6 KF ]21.2 KF 95.6 KF 1213 KF 6 KF 103S PSF SF 10).9 Dn M PSF W.5 PSF WSPSF M5ISF 68J PSF 350M I 331.9 W 125]3 WIB- 125.0 KF 9&34" q0• 60W M+ IW.i PSi 85J PSF IW.IKG eSJ KF 94.E KF 10.E KF 94.E PSF ]4.6 KF 81.0 PSF SF elA PSF 60.0 PSF 6).SISF Sl3 KF fi].5 PSF Sl3 DSF J6&b IaR 302.E W 1101.E W 916.)W 15-2476 30• 88.0 KF ]0A PSF W.I ISF ]0.2 KF >]2 KF 6L4 PSF -PSF 61.4 Pei I6.6 Pg PSF W.6 PSF SL6 PSF 35.5 ISF bAPSF 55.$- 4lA PSF 360.401BiT 248A W 1002J W Bn3 WPSF )].9 KF n]3.6 SF )3.9 PSF set 9 PSF 642 PSF 15 BI.KF 60.]KF )02I F PSF )0.2 PSF SSAPSF 11.1 PSF b3 P4 W.5 PSF 452 PSF 3 W:10IBiT 187.E le6CALE1 MS��SD 9000 M+ )).l KF 51.1 KF ]1 PSF 3).>Kf ]61.9 KF 50A PSF W 9 SOA KF 54.8 PSF Ki 50.0ISF 9].1 P.SF /5.6 PSF 16.0 KF 15.E PSF ]fi.0 PSF ]60A01&R 302.E LB 119).5 W 1022.0 W PAQE DESCRIPTION: 0.PSF )..KF .1PSF >.q KP3 KF . 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NGN MA%FAM AN010R TYK:1 OR4 NDIO K:20R] ANCHORTYPE:1 OR 4 AN0100.51YPE:I OR 3 -AXOIDRT)P8:1 OR4 ANMO0.S7YPE:20RJ ANOIORTYPE:I OR 4 ANQIORS)TPE:20RJ MAN.BASE NAIL BAR MAIL BASE .eASe NQGNT VNn ARG MA% MAN MA% MA% MAX MA% MA% MAN MOMPM INI SHQAM UPIDT 0) RY(O Ml]GH1 IMNALLOWAwO FN%ALLOWAOLC MA%ALLOWAeIE NA%Al10WABIP -ALLOWABLE IUXAILONAetE MAX AIOWABLE MA%ALLOWABIE FL O ALLOWABIP ALLOWABLE ALlOWAOIE ALLOWABLE AIIDWAOIB ALLONABL! ALLOWAeIe ADOWA8IE % /� t1\ t GnAALLOAD UnRAL LOAD G1QULlOAO GIEARL WAD UnP1LL TOAD uIEMLIDM uIER/t LOAD UTFAAL LOAD WUR U)VR UPUR UNR uP1IR unlR UR1FT jO)(�'U1... d \ ' is" 200.0 KF IVA KF 200A KF IS]d RV 2..0- 1..0 PSF 200.0 PSF IS>A PSF Q6.x PSF I-,PSi Il-PSF 131.1 KF 141.0 KF lil3 KF 141.0 KF IIL]PSF 360A0 IB•R -a W 1135A LB .I I. 24" x-W I.A PSF 152.0 KF ]92A KP 152A FSF 165.1 PSi 1]0.]PSF I..,PSF 1303 m .11 PSF 108.E PSi 013 PSF 10&b PSP 120.0 PSF 840 PSF i10.0 KF NA PSF 360.40- 30L6 M G0&4lB )LL ///,/)$I Q `'CMS^ 30" 30• 1583 KP I35.0 KF 1.- -A KF 1353 PSi IOI.l FSF IJS.)PSF 107.1 PSF 1-- 693 PSF Ills KF -B93 PSi 90.4 PSF 7IA PSF 9M PSF )L4 PSf 360.b W- Z`DIA 8 W.. iB : YY4 IB` G9 0 PSF 9&6 PSF IISA Ki 98.E KF IxSA Ki 98.E PSi IIS.D DSi 98.E KF I083 PSF e9A PSF 1083 PSF BSA KF 86.5 PSF 6&]KF 663 Ki 603 PSF 160.0 LBiT )0)a 18 3255.E LB .41e - 24^ AO• 4800 N1 1183 Ki 933 KF 1183 KF 933 KF 2013 PSF 60.0 PSF 1013 PSF BOA PST BAA KF M.6 KF 64A KF US KP 67.5 PSG 53.3 PSF 6T3 KF Sl]PSF 360.0 GiT JOL6 W 1IOLx G )m W U LL m lul0.::O JO• 112 KF 76.7 PSF 97.2 PSF 76.)KF fi73 PV 65.1 KF 633 PP 653 PST NA Ki GA PSF NA PSF MA KF 55.5 PSF 4"RV !&S KF 4AS PSF ]60.b iBiT 34&B tB 30W3 L831B18• )! 02.1 F e0.e PSF )5 103A 80.8 KF )5 e).0 PSF 693 KF 75 eXe PST 093 Ki n1 PSP S).)PSF n3 PSF 5).)PSF 58.5 PSF 463 PSF 5&5 PSF 463 PSf ]60.b IBiT J87.8 to SJ84.4 L8 .1 iB O = Lq K Fx4` 50" n00 N� )5 n.9 PSF 63.1 PSF n)q,q KF 6].I KF 6&S KF 54.i KF 68.5 KF 54.1 PSF SI.1 PSF 45A PSF 57.1 KF 45.0 KF 4S.6 KF 36A PSF 45.6 KF J40 ig J60.b J03.6IB 32Po.)lB .0 LLIl` Z l0.(5JO" SIA KF Sa3 DW NAFSF 563 KF A4.4FSF 4&9 Ki 37.0 PSF 46.9 PSF' A.0 PSF 37.5 PSF N.6 DSF ']13 KF 39.E KF ]60.b W- eIH .e l8 (•n�lK]0" 0 5 F 58.]PSP b 57A KF 4 49.9 PSF b b.9 KF AB 5 52 41A PSF b 5 PSF bd PSF 423 PSF ]].3 PSF A-KF VA KF 3SM40 U- )OLB lB 1509A IH lB L•P 9 Q lux4" 60^ IO0e0mF 4B.5 5.6 F 45.5 KF b,5 57. K 45.5 KF 48.5 49 19.0 KF 48.5 a9A F ]9,0 KF 41.1 KF ]2.5 PSi 4f.1 PSF ]25 KF 3x.9 PSF 3fi.0 PSF ]x.9 KF 340 KF ]60.401BiT J01.618 129&61B .9 LB7ONQ]0` bA KF V.4 PSF <)A PSF ])A KF 40.E Kf i J3.O KF 40.E KF 32.0 KF ]].B Kf xb.)PSF Jla KF 3fi.)KF 3).O PSF SS3 PSF x).O KF 219 KF Jfi0.401trR 2..818 1161318931B aLL S IOAeTMSTRLICNREVQUnGnONONLY HOST In W'diZ 30"STAND DEPTH MINIMUM:MAX FACE AREA 21601n3-7560in1 FRAME UANTITY 3-6 FRAMES to 1t:E x w 0sj warm FRANEGM p W w Q MAX MAY ACF AR6iRAKA.FACR 'S M FA •A AX g 0 NFAN NAN FAM ANOf00.TYPE:l OA4 ANQIORSl7PE:l OR] IINN10.1YPE:1 OR4 ANOIDK)YPB:20R] AX0100.)EPE:100.4 AM010K TPE:300.J MQIORTYPE:100.4 AN0100.51YPE:I ORJ NAN,BAhf NAIL BASf IW.OASi MA%.ORSE •FR NEI6M R A NAN MAN WVI MAX MAX NAX MAI[ MAX MOMQ 00 "mm URIR()) GRA,-(O XQdf MA%AIlOWAOLE MAX ALLOWAOtd MAY ALLOWABIE MAN ALLO-IP MAN AILOWA8IE MA%AILOWAe1P MAN AIIOWAeIE NAX AILOWAO[d _ ALLDWA8IE ALLOWABIE AIIOWABIE ALLOWABLE ALLOWABLE AIIDY)AOIE ALLOWABLE ALLDWAeI! a U7QGllOAD UPLLR G1GALlOAD 0WR uTISUL WAD 0P1.6T )9GL WAD _n UTLAAL LOAD OPUR GIEML WAD OPInT unP12.LOAD WllfT GTQIIL LOAD BPLLR X Sa• -A PSF 15).e KF 300.0 KF IVA KF MA PSF � I-- G2b.0 Ki 357.E F6i 180A PSF 1464 PSF -KF GBA KF GSA PSF I113 Ki 141A KF 1113 PST 36&b- 3e79 LB 113-. 84].1:8 � 14• ID` 2I6011I MA.1 151.E Kf 1..0 KF I-KF I.-KF 1b.0 PSF IAA Ki -A KF .411 Ki. il53 KP ib.]KF 115A KF -A PSF M.KF 110.0 KF 86.E KF J6&40- ]0L6. 1007.E LB 808.718 l0" 100.9 PV I 14LO KF 2DDA PSF 11L8 KF ODA PV 119.0 PSi Is"Psi 119.0 PSF 1205 PSF 95.2 KF 12D.6 PSF 114 KF "A PSF 71A KF 90A PV 71,4 KF 360.40 WB 2b.8 3B .7.1 L8 788A 0 f d ia" I. KF 96.E PSF IZA KF 98.E PSF 125.0 KF 98.E PV f25.0 KF 98.E KF 11SA KF 9L1 PSF 115A FSF 95.1 PSf 663 KF 68.1 KF 56.5 PSF Na PSF 36CAD W-R MA W 125&71A 983A W f AO` J600 NA 135.0 KF 98.E KF Sx5.0 KF 98A Ki 112E P. 68.9 PSF 1126 PSf 88.9 PSF 90.1 PSF 71.1 PSF 90.1 KF n.f KF 6).5 Kf 533 KF 67.5 V SJ3 KF 160.4018Fi ]Ox.618 110IA 9163 LD N $ 30• III,I KF A),)PSF MA PSF SOO KF 9x.5 KF n.i KF 12.5 PSF )).l FSF 540 PS 58APSF 740 PSF SBA KF S53 PSf 41A C5T 555 PSF ,10 KF ]60A0IAfF xbA lB 1005.11B O)131B � IB• 4 "- 4 2AKF >S 9 5 P R.0 KF 75 )5 PSF 7lA PSP ) 61.8 PSi 6 KF 61.E KF 503 Kf 462 PSF b3 PSF &2 KF ]60A0IDR 36)a ID Q60.01B 111e3 LB i S N` 50^ 3400 bA -I- KF 6.f 60.1 PSF & KF 601 PSF 60.9 PSF b.0 PSF 60A PSF 4&0 KF 45A PSi 6.0 FSi 41.E PSF 16.0 DSF 3b0 4018 R 30L61B fi003lB ]OIl 0 LB Z p: p ]0• S i 593 PSF 75 .1 PSi 593 P5F 6x.6 PSF 49A PSF 62.6 PSF 49A KP 50.0 PSi ]93 DSF 50A KF 19.5 PSF ]73 PSF 29.E PSF ]15 PSi 39.E PSF M0.4011YR 2bA lB 10844 LD 96]d LB V) 3y 30• b5 A 66.a PSG b3 82.E FSi 653 KF AD.S m3 555 KF A&5 68.8 Ki 543 KF .5 Sa3 PST MAPSF 4&!SS.f PSF b.3 PSF 433 KF ])]PSi IL4 PSF ]7.6 PSF J60A0L&R X)a 18 1511A 1B fU9Al0 ? ]0• 60• 7560 48.s 54.3 Al.]PSF 48.5 GJ KF 12.)DSF 45.1 Ki ]5A KF45.1 PSF 35a PSF ]61 Pff 2e3 PSi J&1 PSF 0.5 KF ]).0 PSF 2L7 PSF 2).O KC 2>,PSF 3a0.40 Lf1iT SbA IB ll64.910 lOb3le HB Q m <2 f L) J a i tOAOTRAN5fE51RUCIUREVEROIG110N ON Wml HOST W n LL N p 30"STAND DEPTH MINIMUM:MAX FACE AREA 14401nX-50401nX,FRAME QUANTITY 2.5 FRAMES uNI7m FRAMEAA>IO 3 CEC^ y N STAXD MA% A%G 0.G• ME! Pw ANOI H9?•i 01 ]JAR MGNIROD MAX GIf ANOp0.TYPE:IOR4 AN0100.S 1YK:3 oR] AHOgA-:1DR4 AHOINA9 iYPE:30R1 AH[MOR>YGE:I A AN0p9S)YPE:2.3 oRITPE:1oA4 ANOroK11R:20AJ MAIL BASE MAN.B SE MA -E MIJL BKE d J S NQGIIi MQGM ARG MAX ALlOWAOLE nAN MAN A110W AD1-F Fi'� MA)! "'� NAz MOMINi(M) SMEARM lWlOT(n GGVnY(0)BLE lOAD O:000KF IS)a PSF 200.0 KF F 200.0 KF 1-KF x00.0KF i57a PSF 200A KF -- 20DA KF 157.8 KF 14L0 PS 1IL3 FW -A KF Iv PSF -AO WB 387a. 1139.1 IS24• ]0` 1b0 N7 300.0 Ki IVA KF 200APSF PSF 200.0 PSF IVA KF 0.0 KP 074 KF i65.1 PSF U0.3 KF 165.2 PSF IJ03 KP IG.O PSF 66A KF 110A KF B6A KF J60AO l&R 302.6IS I0063]0" 2DOA KF IVA KF 200.0 PSF F 1b.,PSF IQa DSF 1..,PSF 1420 KF I.,KF 1-1 KF U£7 PSF 1-1 KP NA PSF 7- 90A PSF 71A PSF 160A01B4F xbdI-D PSF SF 12£O KP 9&6 KF 3LSA PSF 90.E KF I15.0 PSF 98A IV 12&0 KF 98.E PSF' ms KP 6&]KI 865 KF b&l PSF ]60A0 G-R X)A IH I3 A IS 981.424 40" MDD In- 12£0 KF 98,E PSF -A KF F I25.D KF 98.E KF IDLI KF f013 KF 80.0 PSF 67.5 PSF ]]3 PSP 67S KF 53.3KF MAD IDiT 3-0 1300.1 W 91&l to]D• I]£0 KF 98.6PSF 125A PSF F 111.1 KP e).)KF Sil.f KF B).)KF A)J KF 65.7 PST D.,PSF 65.71. 55Z KF 43X PSi 555 FSF bA KF J60AD W- 3bA LB 1005.1 lB en3 In IB` 35.5KF` KP 92A KF 93A KP e e 693 PSF a PSF 9.3 PSF SBS Kf b.2 KF 58.5 KF KF J60.40IBNT 7a t814` SO` 3a00 YA > 90.1 PSF 14.1 F _Dj75 P F >l.1 KF 75 913 FSf n.1 FSF 685 PSF 54.1 Kf 60.5 PSF 541 PSi 43.fi Ki ]6.0 PSF 45.EFSF ]fiA DSF ]60A0IB-fT ]02.61PJO .9 i 74.1Ki 75 9.9 F )S 95 Ki 593 PSF )S 5.1 PSF 59J PSF 563 FSF 44APSF 56.]PSFAAAPS PSF ])S KF 88 F b S M 4 PSF 66.E KF b S 0 6 653 PST 8.5 bJ3 DSF 49.9 PST &SI'llA0.9 PSF 433 KF ]l3 KP AlA PSF ]2A PSF ]60AD le-iT ]8)A l0 1511A l0 1349A lB P p 24" 60• SOOD W b.l ex 65.0 KF b.! 63.0 KF b.5 a 8 S1.0 KF b 5 658 52.0 PSF .5 4 A KF 39.0 Kf 40.!1 39.0 PSi J29 PSF 2&O KP ]L9 Kf 36A PSF J60A0lBiT ]OL6lB I10a3 LO 1113.91B �1 d d 2 h JO• b.l 67. 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MAXIMUM CALCULATED FACE AREA FRDDUCf 30• .,A PSF' 9DA2-PSF MA PSF 99.E PSF -.1 Psi e).]PSP Ill.lFSP -1 KF la0.b LB4T 2b.0LB 100£19 1 609.)lE SHALL BE EQUAL TO OR LESS THAN ItBVIS® 1e" I n 1G. Ki 2Ru 7s 1G Psi ue.1 PSF I KT 92APST 15 1G. KF 4012FfT ]87Ru 1Je&01B lue THE MAXIMUM ALLOWABLE FACE 15-2476. x4• SO• 180013a )S Ifl KF 109.3 PV 75 114. KF 1083 PSF )5 933 PSF 721PSf 75 l3 72.1 KF MOAON 302.E LB 120411E 954.5ID as Complying Wish the Florida AREA FOR EACH CONFIGURATION. - ,4,,,,. JO` 75 If]6 KF BB.9 PSF 75 I11.6 PSF BB.9 KF 75 PSf 593 KF 75 1 PSF 593 Ki J80./OIBfT W. lO IOB02IB B9631e Sp1lE1 MS Building Code IB` b.5 88.2 K 70.1PSF b5 892 Ki )6.1PSF b5 GA KF 66.8KF b.5 826 KF 65.2KF )60AOIBiT 387.01E lSfUld i181.91H 2. REFERENCE ANCHOR SCHEDULE FOR PAGE DESCRIP PONI ACcepol=N0.il-ILI&O1. 24• 60^ xsxD MA a&sw vsF )6.1 PSF .see ]6.1 vsi b as.e F sao KF ,s s7.0 Kr ae9w0usr 3DLeu I:ae.lu 1DSeAu ANCHOR TYPES LISTED HEREIN. LAVER SHEET JD' 48.5 BI.1 KF G.I FSF 40.5 813 KF 1 64.1 KF I 40.5(54.Jj KF 1 4-KF 1 0.5 .l KF ..I PV NO.QOIBiT 2b.81B 1 Ii6&61B 1 991.7LB Y au 9® By MiB011 Da1fe PcotfiLCL Eontrol � I I I • i ,¢¢¢e 4lPliill!/ � ��` �ENNq '�•, 11HD16-STAND DESIGN SCHEDULE 1n. b:,q):25 4 ' «d�9"" 'E1 IDAo mAnsFEalniDRMAnox FDa lrse wlTx MosF - 2036"STAND DEPTH MINIMUM:MAX FACE AREA 36001nX-126001n2),FRAME UANTM 5-B FRAMES Pu SfMD F1AX FACE ARM:B FMMK 21A A A0.M-]iMMES FA A •6 ES Ea0.M• •l CAR MMN MM fACE MQIOR] :10R1 MOIORSTYPB:10A3 AANOkT :IORt MCMORSIYPE:I ORi ANQWRIYpE:l0R1 ANC ORS TYPE:200.J ANO100.TTPf:l0R4 MCHO0.5 TYPE:200.] MAIL BISQ MM.BASE MAIL BKE MAC o•a �AA��• SA F'• v XHGMT UMR ARM MAXALLOWMIE MA%AIlDWA01E - FUXAaDWMl2 MM MAXAHOWABIE F1"X 91AZ All,OA. nut NM ALLDWABIE MM MAX ALTO L.A. MM WIX ALLOWMIE MM MOHEM(M) sMMRM uPWTm GMVIIY(L) XHGMT U1F1fAL1OAO WRY UnAALIDAO LATERAL LOAD I1plIRM� LATERAL IDAD ALLOVNR� UTLTUL IOAO �IPIWhATU UTnULIDAD A RAav UTEMLIOAD UNR� UIHULIOM AI u- - le• ]00.0 IF 15)A KF 300.0 IF IS]A KF 19]d KF 156.0 PSF 19).6 Ki I56.0 PSF 169A KF Ill.)PSF I69A PSF IIJ.)PSF 111.1 Kf i11A PSf NI.1 IF ]IIA PSi J60A0111-R JBB]LD 96JJ LO 68861E M u f 24- 30• Jw At 176.1 IF 139.1 IF 1)61 IF U9.1 IF SW2 KG 1213 IF 1511_ 121.7 PSF D11 PSF 1WJPSF 132KF lW2 M3 110.1 PSF 86.9 KF 110.1 IF BL9 IF 360AU IBiT ]02115 066.�U 66&0 tB / $s U., 30• 1—IF 114A KF 144.9 IF 114.4 IF D6A IF IOO.I Kf 126A IF N...IF 1086 IF BSA p5F }OBA IF BSA PSi 905 IF 7i5 PSF 90.5 KF >35 IF ]60AO IbFT 249.01E SO Kf 9&6 IF t}5.0 IF 98.6 PSF 1}1J IF 985 IF I—IF ...IF IW.0 IF 87.1 KF 1WA p5F .1.1 IF .6.6 KF 6B.4 IF EGA IF IF 310AD UiT ]BB1U 1063.11E BO85U 111 YJ LLN _�Nq 14• 40. 60001N I08.3 IF 05.4 IF 1082 IF BSA IF 94.7 IF 74.7 IF 90.7 IF M.)IF 81.1 PSF W.0 PST ef.i PSF W.0 DSi 6).6 IF 5].1 KF 6].6 Kf SJ.t isf ]60A01e-R ]02.9 LB 941.91E M.7 LLl p =q.6 l0• 88,9 IF ]02 KF B8S PSf )O2 Kf 7)A PSF 61A PSF 7).e PSF 61A PSF 66J Psi 53.6 PSF 66.]PSF 52.6 KF 55.6 IF 4J.9 IF SSb IF I1.9 KF ....l0-R 2.9.0lD 0565 U WUZJyBl.l 93.]K ]0.0 PSF e). 9l.) 740 PSF BLO KF 60.)Ki BLO Ki W.)KF ]OJ KF 55.5 PSF )OJ KF 55.5 KF 58.6 KF 40.1 pSF SBb 95F 462 KF J60AO U-R ]082 Lp 11WJ LB Q LL wWG>J.lKPinA KF F 37.7 KF 6A0 p5F SD.S KF W.0KP 50.5 KF1 PSF e)2 PSF 51.8 KF 43J KF 451 PSF ]6.1 KF 45.7 KF 6.1 KF J60A01B-R 312.9 LE 101].]U �a �Q ZLL60.1 KF 47.4 KF ...1 KF 41.1 PSF62.6 PSf /1.5 KF 52.6 KF O1.5 KF 45.1 P F 35b PSF I5.1 PSF ]S.6 Kf ])5 KF 29.6 PSF ]).5 KF 39.6 KF J60A01H-R 349.01E 93LI lB Z`/ NQWW.l 6 6 S3,pSF 511 6)6 5 KF W, 9. K .8]KF 5&2 5 I .6.]KF 50]KF .0.0 PS 1.1 KF 40.0 PSf .11 PSF ]lJ PSF 432 Ki 93.]PSi J60A0 U-R JBBS U 1190J U I�52.]KFK 6S3 Ki F .1.6 PSF 90.1 PSF ]0.I KP 4&1 Kf ]6.1 KP ]9S KF ]l2 PSF ]95 KF 312 KF 32.9 KF M.0 KF )2.9 KF MR KF 360AG WmFT 301.91E 11WA M 111 OM J4lJ KF ]4.2 PSF .lJ KF ]4_KF ]).9 PSF 29.9 Ki ]).9 KF 39.9 PSF 333 Ki >S.fi PSF ]33 PSF SSA PSF 21.1 KF 2IA Psi 57.1 p5F 31.4 Kf MOAO49.0lB 9BBA U W U W� Lnn d < 36"STAND DEPTH MINIMUM:MAX FACE AREA 26801nX-SOOBOInX) 4 FRAME QUANTITY 7 FRAMES LD'SDTnu+s n+F�wunoun u 'YW'll"Dsr w 0 uxrt ro GRAne MnD O STAXD MAX M FACE APM:]FRAMK1 i 6 MM A M NN MFAH MM fACE MCMD0.TYPE l OR4 ANOIORS TYPf:20R] MGIOfIT)TE:10R4 AR" T)PE::oRI AND10R1YPE:100.t ANC"O0.5T)PE:l ORI AMCXOR]YPE:10R4 MO100.9TnE:100.] -WE -WE F-WE MAIf.WE � C�'� UXIT AREA MM MAY MM MM NM tM17 MAY MAX MOMEM PM) SMMR(1') BRDrm GMVRY(Q MHGMT HEIGHT MM ALLOWABL! MM ALIAWML! ALLOWMLB MM ALIAWMLE HM AIIDWABLE NAYAIIDWMLEMM ALLDWMIE MMAI1Df2Al4E ALLAWMLE AVIIWABIE MM ALIIIWMIE AIIlRVM1E ALLOWANE LE ALLOWMIE AIIDWMLE UnAAL LOAD UPHR UTEMLLOAD UTfAAL LOAD TERAL IDM UTE0.ALLOAD UTERPL LOAD -UTERAt IDAD UIHUL LOAD ]6010 ]MSU WB6U UPIPT PUR .A_ URDT UHIR UWR y is" U...IF 15).B KF 200A IF IS].B IF 200.0 KF 157.E IF 00.0 P. I...K4 1)6.1 IF I IF 176.4 IF P M1.1 IF 111.4 KF 141.1 PSF !!!A IF 1bR 9BSA U 24 JO^ 2880 N1 19Le KP 15L1 KF ]92A KP L52.2 PSF U.2 KF 130A PSP 165.2 KF 130..Kf -1 IF I—IF 1)].7 p5F F 1ID.I PSF A,.,PSF 110.1 NSF N.9PSF ]02.915&5 PSF 1181 IF 158.5 Kf D5.1 p5F 315.E KF 1072 PSF IS5.8 PSF 107 2 KF. U1 psi 893 KF 113.2 PSF W.5 KF 71S PSF 9DJ KF 71.5 KF 360.•016R 2.9.0 LB 7M3 LE 63611EIBM I}5.0 KF 98.fi pS 115.0 KF 90.E KF 280 KF 98A p5F 1]S.O PSF 98I KF 10"p5F 053 KF 10&]KF 86.6 KF 68A PSP B6.0 KP WA KP 160.4018R ]082 LE 108011E 805.5LB]4" .0^ .800 a1 11&l p5F 93.4IF 118J Kf 93.4 Ki 01.4 KF 80.1 p5F 101.4 KF 80.1 KF WS PSF 66.7 PSF WSPSF 6).6 PSF ZA p5F 67.6 KF M KF i60.401bR ]OL9lB 9Af.f U R911B U l0" 9).3 PSF ]fib PSF 97J p5F 76A p5F W PSF IS.B pSF BJA KF 65A Kf 695 psi MA Kf 69S PSF 55.6 PST 41.9 PSF 5&6 KF 13.9PSi ]60.40 L6R 2.9ALEzbN.9PSF6)�l 1-1 69.4M 69A KP 73.3KF -1 KF n1 PSF Se.fi KP 461 PSf 50.6 KF 162 IF -.4. FT JBBS U IIRS U 919.01E)2W Na 80.0p5F 6i.1 PSF BOA KF 6&6p5F P 54.1 PSf 6BA PSF W.1 K! 57.1 KF .52 p5F 5)2 PSF F 45.7 IF 36.1 IF 45.1 p5F J6.1 IF 360.W-FT JWA U 1021.91E W).B l0 JO• 65.7 KI 51.9 psi 65.7 PSF 51.9 KF 563 Ki M.3 p5F Sb.J PSF M.5 IF 46.9 PSF ]).i KF 46.9 IF J7.19 37.5 IF M.0 p5F ])S PSF 39.6 IF I..._FT 3t9A m 933J U BW.O lE MOR IB• sB2 KF 9 5&J KF 6l J 50 0 IF W.}63 IF 30AKi 5lA PSF •1.]KF 53A IF 11.7 IF R.]psi ]lJ PSF 1i.i PSF 1lJ p5F 160A0 U-R 3382 U ]391.5 U t0]0]U T F' m 21" fi0" 1-0 YN W 5)9 f 45.5 p5F ]7 IF .55 KF 49A Ki 39.0 psi 49A KF ]9.0 KF 4l2 p5F ]]S Ki 41.2 PSF ]LS p5F ]].9 PSF 36.0 PSF ]l.9 PSF ]6.0 p5i 160.1018•R 70291E IIOBOIB 913.0lB i•UI V[L ]0• 4 KF ]].4 PSF 5.41.4 KF ).4 IF 40.6 pST ]3.3 PSF 40.6 IF 32.1 Ki lld KT 2&]p5F M PSF 26.7IF 27.1 IF lA PSF 3).1 KF 21A PSf 160.40 LBiT n9A LB 990.0 U 0]l.6lE m LL U LL a aE uj o 1). ] ILAOl11A"SSTNMVCMifPMi4VHlDIGnOn O"MtILWIM MOST �B. n Z N 36"STAND DEPTH MINIMUM:MAX FACE AREA 21601nR-756010 FRAME QUANTITY 3-6 FRAMES M A Antes urnrro iaAMe MnD "+E b xAx 2 STAND MFA11 HAY MCE AX[XORTYpE:100.4 a 4'2F 100.5 TYPE:20R3 MOIOP TYPE:I OR. ANCMORSTYPQ:200.1 MCX00.1)9E:1 ORI MCIgRS TYPE:20R1 ANCHOR IYPE:I O0.• MCH00.S TYi'E:200.] MAIL 0.19E MAC BASE MAX,BASE MAC BILSE Q w�l T Q ClM0. MOMFM(M) SNEA0.0O 1RiDTm GMVIR(Cl U HEIGHT UNR ARM MAX AILOWA0l8 14"Y OWMIEABIAALLOWMIELIOMIOAD VARUTDUL LOAD U101rYIDAD _FT10' 300.0 p5F 157d PSFA KF ISidPSF -.1KF iSIA f5F 200.0 KF 5]A p5F 3801 p5T 1.Ob p5F IN.p5F 148A PS) 141.1 PSF 111AKF N.t KP lA IF ]60AO le-R 78921E 98231E 688.61E 31^ JO^ 21601n1 200.0 KF 157.E KFA KF 15)APSi 163.6 KF IN.9 KF Ie3.6 PSF 144.9 KF 1411 KF 1111 PSF 146.9 KF 1111 p5F 1I 1 KF "1 PSF 110.t Kf 186.9 p5F ]60.401B-R J02.91E B6)A IA 668.01EZ)0' iBl.]KF I41.0 KFi KF I KF 15&9 Ki II9.1 KI 150.9 Kf 119.1 KF 1201 KF 951 KF f201 KF 95J PSF 90.5 p5F )IS Md 90SM ]IS PSF 360AC L n N LB )95 . 6561 IE]e" 125.0 KF 9Bb PSF KF 9&6 KF 125.0 KF 98.6 IF- 125.0 Kf 28A KF _ OS 91.2 KF 1153 KF IL2 PSF ..I KF 6BA PSF 80.6PSF 6BAPSF 1.1.B-R J08.2U 1.11.31H BOSSl0SI" 0 36001n1 125.0 KF 98.6 PSF KF 986 KF 112.7 KF T1 PSi 11L>Ki B9.0 PSi 90.f PSF .PSF90.1 PSF )1.2 PSi 67 6 KF S]A PSf 67.6 PSF 53A PSF J60A0I8-fi J02.9 U -1U 75911EE JO" KF 87.0 KF 92.6 KF 73.1 PSi 92.6 p5F 7J.1 KF 74.1 Ki 50.5 PSF 74.1 KF 5..5 PSF 55.6 KF 43.9 PSf 55.6 PSF 13.9 PSF ]60.4.-R 2.49.01H. ...A U 7311" a 19L5 KF e] 6)1 p5F )).f KF )e.l KP 61.6 KF 78.1 KF A SB.6 KF 462p5F S&6 KF 162 PSf J60Ra U5400In1 U F 'R2 KF1 )L2 Ki ]61 Ki &1 PSF ]6.2 PSF W.1 Ki W.9 Ki .&1 KF 60.9 PSF aS.J PSF ]6.1 PSF 45.7 KP .40 ]O.91B U1 p5F 59J p5F A K 49A PSF 626 KF 19A KF SOS KF ]9.3 PSi SO.I PSF ]9.3 PSF J).5 KF 39.6 PSi )7.5 KP 19b KP J60.401&R 249.01E US 60.)KF W 6 O.FKp 55.6 Kf W A 55.6 Ki 5&)PScN.4PSF 50.J •M p5F .22 KF 3l.)PSF 4L2 KFW1I U)SWMa W 65 52E PSG 4.9 LPSF94] i . 34.)KF .).9 PSF ]l.7 p5F ]L9 PSF 36.0 p5F 12.9 KF 16.0 KF ] 01bR 103.91E01H54.2 50.l KF 1}.B PSi a KF 4L8 p5F As..Kf 386 PSF .5.1 PSF ]5.6 KF ]81 KF 28.5 IF J6.1 IF 30.5 PR 2>.1 Kf UA PSF 27.1 IF -I IF ]60 40 U-FT 249A to 6 U 24 g 2ddziNF 'g LOAD 1PMsitB ERFO M USE_MOST RMl1nOX 36"STAND DEPTH MINIMUM:MAX FACE AREA 14401nX-50401nX),FRAME QUANTITY 2-5 FRAMES SFWRFUREVENR F.FLY c r II uxrt ro nLRHe Mn0 2 MM 1G AAREA z5 ES M1O MM:9 FAAMK MAY fA APM:I Mf5 MM A AR S mmrr,� STAND MMH MAX FAQ MCHO0.TYK:1 OR1 MCXO0.5TYpE:30R3 ANCH00.TYPE:IOR. ANCHORS TYPE:30R] ANOIO0.IYPE:100.4 MQIORS TYPE:30R3 ANCNORTYFH:100.4 ANCHORS TYpE:l00.] MAIL BIS! MAX.RASY MAC BASE MAX.BASE MHC 1T NHS MM MM ALLO'NPBIF NM AIIDWABLE MAI(AIlDWM1E MMAt111WAB1E 9U%ALIDWABIE HAX AMEWMIE MMAl1.WfABIP MMM.WEWMIE M014M(M) sMM0.lV) URIFTm GMVTR(C7 55 ALIOWMIE AIIDWMIE AUDWA0IP ALLOWABLE ALIOWMLE AIIDWMIP AUDWAHE AUDWABIE S r�y LATERAL LOM UPLSR UTF]UL LOAD UPIIR UTFEAL LOAD UWR UTBUL LOAD UnnT IATI'AAL LOAD UDInT UTHUL LOAD UPIIR LATERAL LOAD UPIllT UIHW.LOAO IIPI.4r $$a Q IBM 200A IF 15LB pSF 200A IF I KF ]00.0 IF 157.E IF 200.0 KG 15)A PSF 100.0 IF 1 KI 2 WA IF IS)A PSF U1.1 IF 111.4 IF U1.1 PSf 311A IF ]60A01B-R -1 U 976.9 U 688.61B p,5 34` 1p• 1M0 N1 200.0 IF IS).B 9 200A IF IS]A Kf IOO.O KP l5).B PSF NO..IF 15].B PSf 1651 IF I]OA Ki 1652 PSi I30A PSF ]30.1 IF B6.9 p5F 110.1 PSi B6.9 KF J60A01D-R 30191E e65.91B 668.01E �tt>>#�S"�"rg gy le" 125.0 IF 9200.0 IF 58.6 IF MA IF 9&6 IF U5.0 IF 9&6 PSi -A KG 96A PSf MO IF 908.E IF 3 SA IF 98.0 PSi 8&6 IF WA IF 96.6 KF -IF 360.401B•R JB0.3 U 1075.)LB 655 S lE SI^ 0^ 2400 w1 115.0 IF 90.6 p5F 125.0 IF 9&6 IF 125d KF 90.6 PSF 125A PSP RI.,KF 101A PST W4 IF t01.4 IF NA IF 67.6 IF AA KI 67.5 IF SSA IF 160.40 L&R ]OL9 LB BQ.0I8 75921E 30• 125.0 IF 98.6 IF D5.0 IF 9&6 IF it11 IF 8)A IF 11f2 PSF e)A KF 6JA psi 65d IF e1.4 PSG 65A p4 55.6 Ki U.9 IF 55.6 IF aJA KF 360A0 LB-fT 249.0 LB 859J lB 7)121B 18" 01.f 1MA KF 115.6 IF 0J.1 122.E 11SA IF 0J.1 117.2 F 92A K1 BJ.I 11)2 PSF 92.5 IF B3.I 0_PSF 69.4 IF 03. R.9 IF 69..p5T SB.6 IF 46.2 IF S...IF 462 p5F J60A01E-R ]B8.31B I191A l0 OI9.0 U 15-2476, 34• 51- 3600 N1 el l 90.2 PSF U l 902 IF M • 71.1 IF 9 IF ]1.3 KP 6BA PSF W.1 PSF 68-6 PSF W.l IF .1.7 KF 36.E KF 45.7 IF ]61 Kf ]60.10 ME 202.1 U 10281 LB W)A lB _ 74.2 PS B3.t 91.9 ELF 741 Kf JS.I psi 591 IF ]5.11KF 59.J KF SfiJ KF N.5 KF SfiJ KF M.5 KF 37.5 IF 39.I IF ]).5 IF }9b KF J60AO l&R 349.0IB 917.11E OW.0lB SCALE: NTS C IB' 11 )9 KF 8]A KF 54 2 J q B]A KF KF 66.)KF F 66J KF 54}63] 50.0 IF ♦ 6 50.0 Kf 12.2 KF aJ KF .21 KF Mwl Kf ]60A0 U•R 3B821B 3195A I8 10]01 LB PADS OESCRIPFION: 2." 60° 50401n1 4.}B• K.0 PSF .21121)11 SA KF 43A PSf X. 65.9 i 52.p PSF a9A KF F 39.0 KP NApSF ]9.0 IF J2.9 KF 2fi.0 Ki J2.!KP 36A Kf 36pAD lB•R SOL9lB 1109.9 U 9]5.0 U COVER WEST JO" A 67. 5).S IF 51.2 67)K 5).S PSF NS 54.2 4}.O KF W.E 5I2 IF 42AKF 40.5 IF 32.1 IF 40.6 PSF 3L1 KT 1),I KF 3fA Ki 21.f KF 31A IF ]60.40 1B•R 349.0 1H 99J.810 B)5.6I8 PRODUCfP NED 9 66 complying with>heFlD2idt Builcling Code AD tpbmDe No.11-f M$.6t, 8 E-Pil-onDEW 01 15 BY Miami Dade Pto&d C000DI I i I r Yi,YYtl�lrt)Ji "HD" STAND DESIGN SCHEDULE CONTINUED �54E9N'NOO�P.E. -- - _ q65 -►E LL No IOADTMxsFealxFORnAnox Foause LATm nosy _ 04125"t201 W- sraucnJRcvERDTunOx oxn 36"STAND DEPTH MINIMUM:MAX FACE AREA 720in2-2520InY F FRAME QUANTITY(2-3 FRAMES r� I u3IRTo FM MIW �A•. G �c OF.,,: STPND MAl( MAN ME AREA�3 ES MACE AREA•2 FRAPo:5 0. DESIGN L2GR NEI1X MA%uCE AN010RTYPe:l0R4 -ORTYPE:300.3 ANC100.TYOE:IOR4 ANdO1YDE:1OR3 MAX.BASF MAX NAX BASE MAX BA9E FLC(y1., (� IINR ARE. MAC MA% MA% NAIL MONEN2(N) SNEA0.0O UPIIFT IT) L ITI1'(c) \/ NOGHT MA%AunwABtE NAIAL1ownB:e NA%AIIOwAetE nAx wnwABtE SCHEDULE NOTES: "1O'fv NOGHI' ALLOWABLE AIIDWABIE ALLOWABLE ALLOWABLE urERAL Ingo uTFAaLOAo ureRALLOAo ur1MLingo UM1R WI1R UPaI 76 J \�\ va^ 100.0 PSP ma PSG 200.0 IF 1s7.e rsF xOO.a psG 157.e IF 200.RO Psf I zss.Ja Le+T �7H31e 696.E La es9.6 Le 1. MAXIMUM CALCULATED FACE AREA MI.H.8£ pRODUCf RSA® 2+" J0^ no M• zoo.a IF Iva IF ..a DSF --111 IF 200A IF iv,e PIT 200A IF I PSF 357.10 1E-R 743 m ]pe3 ee ssL2IB SHALL BE EQUAL TO OR LESS THAN __y�e m�� 30• 200.0 PSF- 1v.e IF ...a IF WA IF I81.2 IF 143.a IF 18L1 IF 103.0IF 3fi0.+01HiT 2+9.016 ]9ss l8 �Sas.J W THE MAXIMUM ALLOWABLE FACE� - w� YI s J O6 LpSv�w& 1B" 125.0 IF 98.6 IF 125.0 IF 98.6 IF 125.0 IF III IF 125.0 IF 9I.6IF 259.90 IBiT 2J9.W )80.61B I..0 IB AREA FOR EACH CONFIGURATION. W� �N LL m�.o+ �_1,F:..n CO& 24" i0^ IxaO Inl 121.1 IF 98.6 IF I25.0 IF II...IF 125A IF III IF M60 IF 90.6 IF v3A0 M4T 2)9a u M.9 W 6N.3IS 2° REFERENCE ANCHOR SCHEDULE FOR W I I. � ,M u a D♦u�.,+�W..`1•uDn�� ; 0 L 70" 12%G IF 98.6 xG 125a IF 66 Ps I113 PSF eIa IF 1tL2 IF eJ a IF I6a.w IB+-r z49.a le e39J IB 663.7 M ANCHOR TYPES LISTED HEREIN. W O =a l-n n A,,,P---x0• iB" el.l 122.E PSF 1JB.B IF BJ.l 121.E IF 138.E IF 11].2 IF 931E IF 1111E PSF 9LS PSF ]60.401Bi-i ]B831B. 1191.910 BS13 LB �� f�Q LL�W Q p-..:.ali00j}$� 360: 50 18001na BJ 122 1893 IF B3l 121E F I-PSF B31 9.0 =PSF 331E PSF 360.4018R ]01.9u f0]0.21B M.LB ((1 TJ �Q W +"•`Y•"� 83.1 II2J PSF .0 IF 111.)Px B9.o IF J511PSF 59J IF ®)5.1 p5F 59J IF 360.40 tBff 249.0IB 9i&6 LB J]65IB U LVL p�t m IB" M.2 9J.9 PSF 90.E DIT N.2 91.9 IF -PSF N.I N.5 IF 6G7 IF N S 66.7 IF 36OA0- ]BBS u 120.E IB 963.21E _ '/W'(,, �r 24• 60" 25201n3 N 78.1 IF 4. 93.9 IF 78.1 IF N 2 65 SLO PIT ]65 9 PSF U.O IF 360A0IB+-T 3.1 L2 I-u a67.5 LB Ow N O )A'(1EI01 COD)I01 JO" 54.7 el 64,E IF 54.E 8 60.E IF 42X IF 1 IF 42.0 psi 360.40 LB-FT 399.0lE 995J Ill .-I La W U D IDADINANSRA OiFORMAnON FOx USE WIM M05T OLU4 w 42"STAND DEPTH MINIMUM:MAX FACE AREA 36001n2-126001nX,FRAME QUANTITY 5-8 FRAMES srnunune veRPlanox oFar .tea A urarTD FMne Mn0 MA% cf MOI BFMNFS M%FACEARM:)FMMES MP)L ME AREA:6FRAMB ACE ARFA:SFMMES N ITQfµAR MEAN !M%FAM ANMOR TYPE 1 OR 4d ARu ANCHORS IYPE:20RJ AXd00.TYDF:l0R4 AxdORSTYPE:300.] AHdORTYPE:l00.4 ANCMORSTYPE:20R3 --R TYPE:I OR4 MMORS TTPE:20R3 Nq%,egSE MA]t.8A5E MA%.BASE MAK BASE U,IR HA)! ENT(M) I.-m UPLIfT(" GRAYItt(G) G 6HT nDGHT ARu NAXALLOWABLE ALLOWABLE NAlt Al1AWABIP ALLOWABLL MAX NLOWABIE ,LLLOWABLL NAXALLOWABLE ALLOWABLE tNX ALLOWABLE Al1OwA� -ALLOW - ALl�LL MA%ALLOWABIF ALLOWABLE MA%ALLOWABLE AILOWAOtE MON d, O uTPAAL LOAD UNR LAQULIDAU UNR uIEMLIOM UTEPAL LOAD UTnUL lOAO IAIMULLOAD 'IATEMLIOAD uTERAL LOAD UPLIFT U UMT UPLLR UPtlif IIPIIR I b 10" 190.0 IF IS.IF 1IS 0 PSf 1569 PSF 19].1 PSF i5L0 PSF 193.1 PSF 1U.4 IF 165.S IF 130.E PSF 165.5 IF 130.E PSf 1]7.9 PSf IOG9 PSF I]).9 IF 108.9 IF J60.N IBiT 3)93 LB 65101E 56].5 LB i! $$ 34• ]0• Jfi001n" 13.6 IF 136J IF 172.6 IF 13.IF 151.0 PSF 1193 PSi I51.0 PSF 1193 PSF 095 PSF 1021 IF 139.5 IF 1Y3.1 IF 107.9 IF 852 IF 10M IF 8S.2 PSF J6pA0 uiT 29671 749.91E SSG, Q 30^ 0 000In Q.IF 1323 PSF 1u.3 IF 8'L]IF 14.4 IF -1 PSF 124.E IF 9G2 PIP 106.)PSF 9u PSF Nat IF Ml PSF .1 IF N.1 IF al.,IF 701 IF 3e0A01B-FT 24651E 685.E LB 55J310 ,Q 05C1 SB" NIX IF 98.6 p5F 125.0 IF 90.6 P. 11e.5 PSF 93.6 IF 118.5 PvF 9].6 IF 101.6 IF 03 IF f01.6 PSF MJ PSF Ira PSF 6G8 IF ...PSF 14A IF 360.40 LB-FT ]J95la 933.51E .1.7lB /J 24^ 106.0 IF 83.6 IF 106.0 PSF 6 IF 9I1 IF 736E IF III IF -PSF ..I IF 62.7 PSF N.1 IF 6I.]IF fi3 IF III IF 66.E IF 52J IF 360.40 W-FT 3961 L0 B116 L0 .1.7IB V 0, ]p^ 4 6 • 87a PSF 6a.9 p5F BM IF I,.,PIT ]G4 IF 60.3 IF 76.4 PSF 60.3 IF 65.5 IF 51.7 IF 653 IF 51.7 PSF 545 PSF 411 PIT 54.5 DSf .4 PSF 3,a.N- INS lB ]J).]1E 61M LB z .-. 18" i 91.6 IF 72.3 IF M.1 .6 PSG 72.3 IF 80 3 IF 6l1 IF 80.1 IF 6].2 IF M.7 IF, .3 3 PSF 68.7 PSF' S43 PSF U3 PSF 45.E DSF U.I PSF H53 PSF 3N.40 LB FT 3]93l8 101031H 762.51E 24^ 50' 9000 M3 Al 1A IF 565p5F III IF 56.E IF 621 IF 493 PIT 62.)AT 49.S p5F US IF .OPSF USPSF 43APSF N.]PSF 3S3 IF N.7 IF 333 360.4- 2296J IB -Ato ]101u 3p^ 59.0 PSF 01 IF 111 p5F 46.6 PSF SL6 PSF 40.7 PSF 11.1 IF 40.7 IF N3 PSF 94.9 PSF "A IF 3.f.9 IF Ma PSF 29.1 PSF ]6.9 PSF 39.1 IF 3N.10 LBiT 310.51B 7924 LB 61911E K�v (1 59] IF SI.I IF 59.I 66 SLI P. SJ S IF 45.6 PSF 5].e PIT H5.6 PSF 99.5 IF 31A IF 49.31, 39.1 PSF 411 IF 32.5 IF 41.2 PSF 32.5 IF -40l 371.3IS 1306E u 856.61B IF 315 IF 1�3 IF LL N e 60" 12600 M• 4E5 IF 31.6 IF 535 PSiF 33.6 PSF- 37.I IF 29.4 PSfIF P- 45.1 PSF 29.9 PSF 31.9 PSf 353 PSF ]l.9 . PSF 26.6 PSF 21.0 p5F 26.6 PSF 2L0 PSf 60.401e+T 2N.5 LB N72IB 739A u W ]0^ 4 v a4e O 3 LOAD1MNSfE0.INF90.MAnOX W0.VSE WfIM HOST fy z 42"STAND DEPTH MINIMUM:MAX FACE AREA 28801nz-10080In2),FRAME QUANTITY 4-7 FRAMES srRuunRe YPRFTrwrrox ornY '4 to J S NEs MAx A uxlrTO FPAMe MnO M H Q m .. a SfAnp MA% M. A0.EA: A-16 MMES A%F .I• xUMB MAXF AR 5 m -a. MEAN MA%FACE -OR TYPe:I OR AN MTYPE:2 OR -OR TYPE:1 OR NIOIORS IYPE:20R3 AR-TYPE:l OR4 .Wd00.5 TYPES 20R 3 ANCHOR WK:I OR ANMORS TYPE:2 OR 3 -.BASE -BASE MAX BASE MAfL ME 1--1 NIIT AREA MA% MAIL MA% MA% MA% MAC MA% MA% NOMCNTIN) 11RM UPII M --(C) NHaNT HEIGHT MA%ALLOWABLE ALLOWABLE NAY A::nWABIE PLLOWABLE MA%ALLOWABLE ALLOWABLE MA%Al1AWABIE ALLOWABLE MIUfALLOWABIE ALLOWABLE NA%ALLOWAWE ALLONABIE MA%ALLOWABIE ALLOWABLe MAC ALLOWABLE AIIOWABfE Z g uIERAL IDAD 1T LAlE0.AL LOAD UPIOT UTEMLIAAO UPIIR TFMLIAAO UPtIR LITERAL LOAD UPl6T IATFPAL IOAO UWR uTEMLLOAD UPLLR IATEMLLOPO UPLLR y s 19 III,IF 1371 IF 10 ] .10.1 LB � 8 IB" ..I IF 1113 PSP ISM IF ,56.3 IF -I IF 1 6.]PSF 8.0 IF I.,PSF l)2A PSF. 1363 IF I12.4 PSF ISIA IF 100.9 PSF e.9 IF 360.4o L&R J9.]LB 567.51e S G 31" 30" 2Ba0Ia. IBGe PSF 149.3 p5F ]e8E DSF 149.1 PSF I6]A PSF 12).e p5F I...IF 121.8 FIT -I IF MS PSF 1]1.9 PSF 1065 IF 307.9 IF 85.3 PSf SOT.9 IF 851E IF ]60.N IbR I96.)LB ]51.1 to SSB.I Ie 30'• 1U.6 PSF 1L8 DSF 155.E IF -I PIP 1333 IF 1051- 13J IF 1053 PIT IS.IF 871 IF U1.1 IF 817 IF 88.9 IF 7M IF 88.9 IF 70.1 IF 360A0IbR 2N.3 to -t8 -.I u 1f I. 135.0 FSi 98a PSF 1L5.0 PSF 98.6 PSF 111.0 IF -1 IF I...PSF III IF- 105A PSF ..I PSF 11S.e PSF M.5 PSF 64.6 IF III PSF 80.6 PSF 66.E IF 3fi0.N IB-R 3793IB 911.51E -1 La' tl 6 24" 40° N00 Ma 115.9 PSF 9I5 PSF 115.9 PSF 9I5 IF I-IF 78A IF 993 IF T8A FSF 82a PSF I.IF a3.6 PSF 65.1 PSF 2 IF UJ IF I.IF UJ PSF ]60.N 114R 296.]u BI4.6 tB 6351IB g 30- 96S IF TSA IF 95,5 IF )SA IF BM PSF M..IF B1,Psf 60.6 IF N3 PSf 53.E p5F 6B1 PSF Ua PSF ..1 PSF 41.0 PIT N.5 IF 4].0 PSF 360.N LB-R 2M.5 u 7]8.9 tE 61A l8 IB" l 001 DS A.1 IF el 00. Si >9.1 PSi l 8 631E IF BJ I a5 B G 6--IF 7.1 p5F 56.5 PSf )l.5 IF 56.6 FS SJ.2 IF IIJ PSP 57.E PSF 451 IF ]60.N lB-R ]791 LB 1911.51E )613 u 34" 50" 7200 MH 9 ]&]IF 61a IF )e.3 FSF b1..IF III IF 53.0 IF 6).1 IF UA PSf 569 PSF N2 PSF 55.9 PSF N.3 PS H.7 p5F ]SS IF 44.7 PIT JSJ PSF 360.N 11FR 396.7 LB M3.21B >ZO.J lB gg l0" N.S PSF 50.9 IF -I IF 50.9 IF S5.3 PSf 4l.]PSF 55.3 IF 43.7 PSF N.l PSF J6A p5F 46.1 PSF l6A IF 35.9 PSF M.l IF 36.9 IF 29.1 IF 360.40- 2N.5 W A3.6IB 6A2IS te'• T O PSF 39 3 SF 57.0 PSF 6.9 PSF N.8 IF 61.9 PSFA PSF 51.6 PSi 40.7 PSF SL6 PSF H0.)PS 41.2 PSP J33 IF 411E IF J3.3 PSF ]60.N le-R ]>9J u IIOe.I lB 856.61E G o S 30^ 60° 100M In• 9-I IF 361 PSF 46,5 PSF ]6.]PSF I IF ]9.9 PSF ]lS PSF J9.9 PSf 315 psi ]JS IF 36.E IF U.2 PSF 16.1 DSF I6.6 PSF 2t 0 PSF 36.6 p5F 21A IF 36-LB-R 244.5 LB M9.01E I 739a W g LOAO TMNSFE0.WWR IiON FO0.U5l W3TN HOST 42"STAND DEPTH MINIMUM:MAX FACE AREA(2160In2-756010),FRAME QUANTITY 3-6 FRAMES) sTRUCNREltRaF.Ta.- x r r3 UNRTO FRA1LL MHO :3 FAC FMMES MA% MA%FA ARFA:6 RUNES MAIL E ARu:S MES 11Nf Ml2:AREA:4FMME5 MA%FA A m STAND MFAX MA%ME -OR TYPE:I OR A-ORS TYPE:2 OR AN .R TYPE:I OR ANCHORS TYPE:2 OR 3 ANdORTNE:l OR4 AHd00.9TYPE:20R] ANCHOR TYPE:1 OR -00.9 TYPe:2U0.3 MA%.GSE MAX BASE MAC BASE MAX BASE 5522 r ClEA0. UNn AREA MAIL MA% MA% MA% MA% MA% NA% XA% MOMENr(M) -CV) -(I) GR-(C) 2 C . MFIGNf NOGM MA%PLLOWABIP ALNWABIP NA%ALLOWABIE 0.LLOWABL[ MAX ALLOWABLE AL,DWANP.MA%AIIDWABLE ALLOWABLE MA lLPAVAe1P ALLOWABLE NA%ALLOWABIE ,.,nWANE M)0{Al1OWA01E Al10WABLE MA%ALLOWABIE ALLOWABLE } LATERAL LOAD IInIFT uTFMLLOAD IIPIIR IATEAALIDAD IIRIR u19UL1OA0 UNR UTEIULtOAO UPIIR UTEMIIPAO UNR UlEML1pA0 IWISFT uTERAL LOAD UPIIFf e IB" 198.0 PSF 1563 PSF 99.0 IF 1563 PSF 19U IF ISM IF 1981 IF 1S"IF 183.9143_PSF 145.2 IF 1111 IF 1453 PSI- 131.9 IF 08.9 IF il).0 PSFla� 106.9 IF 360.401B-R ]N3 u 51.2 W 56)S LB � �7�[�g 07.9 IF e 'o= 30• 2160 M1 17)a VSF 140J F 156i D 19BIf .a PSF 140.]p5F 0 IF 156w3 IF 1N3 PSF 116.9 PSF 140.1 PSF 116.9 PIT PSF 119.5 p5F 93.5 PSF 118.5 PSF 9IIA IF 1).5 IF 180.9 PSF OS PSF 1MA DSf ]p.l PSF 360A0 tH-R 2N51B J�.O l0 55331e yx- > 18" MA IF 9BA PSF Ill.0 PSF 98.1 PSF -0 IF 98.6 PSf 125.0 IF 98.6 Psf SDI IF 89.1 PSF SIL9 p5F 0I..p5F 8Ia IF 66a PSF M.fi IF 66.E PSF M.O ]MS LB -LB 6M1 LB e¢ 'a: 40" ]600 M3 1095.3 PSf IF -.i p5F 1091 PSF e6.1 PSF 90.9 PSF lIA IF IS6.IFa).1 PSf 390.9 PSF 7la PSF TL)PSF 5)A PSF 7L7 PSF UA PSF SAS PSF 5lA PSF SH.S PSf O).0 IF 360.40 LB-R IF SZ63 IF 3-la-FT 244516 )NS IB 617A I8 e3.1 114. 90A p5f Bl.l 0. DSF 90.4 IF e).1 95A PSF )5.]IF U.l 95A p5 75.3 PSF 76J PSF 601 p5F 763 PSF N3 IF 5713F HS.I p5F 57.E IF 453 IF 3WA0 LB'fT 3]93 u 1021.E u 7615 u 15-2476 24' s400 My 1 M 5 JO.J PSG R3 09 5 7G7 PSF 74.6 IF SG9 PSF 74.6 PSF 58.9 PSF 59.7 PSF -I PSF 591 PSF 471 PSf 40.]pSF 35J PSP N.)p5F 35.3 3F 360A01BiT 296.]u e6z.e IB 71a1 tE 30• B37].0 pSF 583 PSF ..a IF SG3 PSF 6I.5 IF 48.S IF - -I IF N.I IF .1 IF 3aa IF 49.1 PSF 3aa PSF ]6.9 PSF 29.1 PSF 36.9 PSF 39.1 PSF 3N.A0 LBfT F. u A51 LB 6)93 L8 PAGE flr5 t le" U BT 5 IF 651 PSF 59. Bi.S PSF 661 PSF 591E 68.E.,IF 43 IF 68.9 PSF 503 PSf SSO PSF 43A PSF SLO PSF 4].4 PSF 41.E p5F 33.5 PSF 433 PSF 32.5 p5F ]MAD l&fT J79J l0 110911E 856.6 u PACE DESCRIPTION' 24" 60^ )560 M" 5 1 M 6 DSF SLO PSF 59 N SLO PSG Ia PSf 43.5 PSF 9 UA p5F N.I IF as PSf 39.0 PSi 41.0 PSF ]4.0 PSF ]2.J IF L9.5 PSF R3 PSF 15.5 PSF 360.40 IBfiT 296.]lB 950.51H )NJ LB COVER SHEET 30" IS 2 PSF a-PS' U.2 PSf HERO PSF 90.3 PSF 3G0 PSF NJ PSG J5.0 PSf 364 IF BA PSF ]64 IF 38.0 PSF 26.6 IF 21.0 pSF W.5 DSF 21.0 DSF 36DAI LO- 2N.5 W IS-IS 739A W 9® N I I a � I "HD" STAND DESIGN-SCHEDULE CONTINUED ;� YRDO PE Er o WAo INVISMINFOnATONF01 EWfin XASr Y �i _ I 42"STAND DEPTH MINIMUM:MAX FACE AREA 1440En2-5040En3 FRAME QUANTITY(2-5 FRAMES STPLKTt1RE VENFlGnON ONLY Ux"To FMME RAno - - (� - W / SrANO MA% MAX FA A0.E0.:SfRAMFS MAX FAR ARG:4F5UME5 MAXA 0. :l MES MAX FACE ARFA:2FlWMB i - OEL0. MEAN MA%FAC! AN. ORTYPE:IOR4 ANCNORS TYPO:2 OR 3 ANdOR TY3:1 OR4 ANON R5TYPE:MORI ANOIORTY3:IOR4 ANOfOpS TFE:1 Oft3 ANd00.TYPE:100.4 ANQWPS nPE:30R1 MAIL BASE NAx BASE NAX.BASE MAx BASE XEIGXT AN AM MAX MP% MAX MA MA% NA% MA% MA% MOMD2T R51 aHFARM UMIPm XDOHT MA%PLLOWA0IE ALLOWABLE -ALLOWABLE ALLOWA9IP MAXALLOWABIE ALLOWABLE MAXALLAWABLE ALIOAX MA%AILOWAOLE ALLOWABLE MAX ALLOWABLe ALLOWABLE MA%ALLOWABLE ALLOWABLE NAXAUAWASM ALLDW�Le '+O� (°f UTEMLLMD UNFT LAnRAL LOAD UPLIFT GIERAL IAAD UF LAIEMLIOAD UPIIFr 1ATFlUL1AAD UPIIFF LATERAL LOAD PLDf GIEAALIDAD IATEMLLOAD UPLIFT �/ / LO \ �\ � la" 198.03� 156J PSF 190A PSF 156.J IF 19A0 PSF 156J 3i 198.0IF 156J 3F M.0IF 156.33i 198.0IF SSa3 IF 137.9IF 10a9IF 137.9IF 10a.9 PST ]wAOIH-Fr J>9.)l8 645.E LB 56].5 LB O` 31• 30' 4w M 198.0 3F 1563 PSF I9B.0 3F M3 PSF 19A0 PSF 1563 PSF 19a.0 PSF 156J PSF M.PSF 32T.8 3F 161.a 3P 12).e IF ]O).9 PSF a5.2 IF 107.9 IF 851 PSf J60.40 L&if 396.)lB ]99.0 La $50.1 LB ]0• ' R 198.0 IF 156J 3i 190.0 IF SSfi.3 PSF l7)A IF SwJ PSF 17)A PSF 1wJ IF 1]JJ IF t05.2 P. 1]]S IF 1051 IF 00.9 IF )O.l PSL BB.9 PSf 70.1 IF ]a0.40 LAFr IN.S La 66a,0 LB 55].S IB // 41PAy L�'0 125.0 IF 9a.5 IF 135.0 PSF 90A PSF I25.0 PSF 98.6 PSF f35.0 IF ILO IF 125.0 IF 9a6 IF 125.0 IF 9a6 IF 846 IF 6aA 1. 81.6 PS I-IF 1..w l&FT 37.1. 91TA lB 666.]lB )l I V C1 LL m¢fUI11�e e^ 10• 34001n+ 335.0 IF 90.6 PSF S25.D IF 90.6 IF I15.0 IF 90.6 IF 135.0 IF 98.6 3F 99-3 IF 78.4 IF 99.3 IF )B.A IF 16.1 IF 52J IF b6.1 IF SLJ PSF 360.40 L3-Fr na)LB B1L]LL W5.7 LB I11 ILL N UI 30^ 125.0 IF 99.6 IF S25A IF 98A PSF 109.1 IF 86.1 IF 109.3 IF 86,1 IF SLa 3F 60.6 IF 81A IF &L6 3F 54.5 3F 4]A IF SI.S PSF W.0 3f ]wA0 LB-Fi N451B ]40.5 LB' 63).41a JW O ul U a=a F 24" 50^ ]6001n1 a W.1123.9 IF 1 A0 G 8371 I21.9 P1F 1PAR PSF 6p, 09 5 P FF )0.]IF oL a]189.5 PSF 70.7 PSF 6].l PSF 5].0 PSF b).l P8F 51.0 PSF M.>PSF J53 PSF H.)IF ]SJ PSF J60.w lB-iT 19a7 La 1aa5.0 LB 70.7 W L rJa' L94 �¢wq�D l0" 3.l 91.2 PSF )2.B IF 83.1 921 PSF ]2A IF 7J.0 3i 50.2 PSF a)L8 3F Sa.1 IF SSJ IF w,7 IF SSJ IF 4]13F ]6.9 PSF 29.13� 363 PSF 29.13F 160.w LO-R 344.5 LB T9)A LB 6791 LB O1 IO 3„2. t8° 59J 9a.9 IF 01.4 IF 59.2 98.9 PSF fii.4 PSF 3 62.5 F 63.1 IF 2 a2 PST 65.1 IF 1 6L9 Ia.B PSF E 61A PSF 48.8 PSF 11.2 PSF 31.5 IF ILM IF JLS PSF ]fi0.w LB�P 319.1 lB 11f1.9 LB BS6.6 La 14" 60° SO401n9 59 3 00 61.1 PSF 9 w PSi 3]PSF 59.2..6 3F s1.0 PSF 91 fi4 6 PSF 51.0 PSF w.4 3F" ]BS PSF 594BA 3f ]03 PSF ]i3 PSF 253 PSF JL3 PSF 35.1 PSF ]60.10 LB-Fr M6.]L0 95101A- 781.]LL rc ry O 3; w ti pp )0" 59.2 66. IF 51.5 3F 59.2 66.5 PSF 53.5 IF 59 51.1 PSF 93.0 PSF .59 S31 IF w.0 3F 19.9 3f 313 PSF 39.9 PFF 3i.5 3F 16.6 PSF 21.0 3i 26.fi PSF 3].0 3i ]w.w L0-FC 34a51B a5].1 LB >39A LB U`1 iW�P 2. 3giti 11D=�wW LOAD nUN5FE0.WOWIAnON fOR USE WITH HOST �W 42"STAND DEPTH MINIMUM:MAX FACE AREA 720EnX-252010 FRAMEQUANTITY 2-3 FRAMES) s3Ruc uREVERviunox oxlr p unlrTO FRAne RAno ry -D MI OR AREA:]FRRME9 MAXFACE AREA•3 MES M MFNI MA%FACE ANdORTYDE:100.0 MlddiTYPE:300.] ANdO0.TYPE:100.1 ANdO0.T1T`E:]00.] MAX,R9yE MAX,BASE MA%,aISE MAX.BASF nE1GXr HQQIr AREA MA%ADAWA0IE AflaABIE MAX ALLOWABLE AL10WABIE MA%ALLOWA0IE ALLABLL NA%.UfOWABIE ABLL MOFIENF(M>. SXFARm LW1IFrm ORAVI]Tm DESIGN PRODUCI'I(Evmm UTERlO.LOAD UPDFT UTEIULLOAD UNfT lATE0.ALLOAP UPLIP UTFMLIDAD IIPLLfT SCHEDULE NOTES: BS OOOI(d og with the FI 19e.03 1 zma 1. MAXIMUM CALCULATED FACE AREA 'y Ol'Id8 la" 198.0 IF 1561 PSF 19a0 PSF t563 IF F ;a3 PSF 90.0 PSF. I56J PSF OIe+T 37xJ U 611.91e J7).9 tB Building C.& x4^ Jo• no M3 19e.D PSF 156.]PSF ]Iao PSF 1s63 PSF MA IF aJ PSF R. IF vsaa vsF ]Joao Carr x7LJ Le aas.)1B 4ssa la SHALL BE EQUAL TO OR LESS THAN AwCq&MCCN0.( ,)2($,p1. J0 v9e.o vsF 156J IF 19a.0 IF 1563 IF MA 3F -IF mA IF 14oJ PSF ]fi6Aa larr x44.s to 68B.ou 46s.oLL THE MAXIMUM ALLOWABLE FACE e fa" M.PSF 90.a IF l2ao IF 046 IF 125.0 IF 91.6 IF 125,0 PSF 98.63E ME6.00lBrT 2J9.91B 6095 LB 4. CONFIGURATION. +�-lpuatlrm OGte 1 M4 w" 1200 M- ]2a0 PSF 98.fi PSF 129.0 31 90.63E 125.0 3� 99.6 PSF 135.0 PSF 98.a 3F MS 00 9-fr 3)9.91B 769.5 LB SJ9A 1A AREA FOR EACH u Ln )0• -0PSF 98.6 PSF' M.O 3F 90.63F 10913E Bat IF 109.13E B6.1 IF J.AO LB-FT 2w.sU )wslB 54-W 2. REFERENCE ANCHOR SCHEDULE FOR z e By 1a•' 63. zz a F u9.a PSF e e 119.03F av 90A IF aJ. 4. s I-3F -0 Lerr 37911B 1on.1 Le a9s.o 1B ANCHOR TYPES LISTED HEREIN. o C 1 � 24• s0• I800 M+ e] B 100.f PSF a3 106.t PSF B -73F T0.]3i ]wAO IB-FT 29a71B BB6.z tB fi41.2U °uttuL 3$dD P2pd]]D(`(pp�l ]D• 83.1 1fo.7 3F WAIF e11 u0J 3F a>A 3F n.93F se13F 73.83r se.23F ]60AO I8iT xa4.s La )98.91B 611.T 1B '�r ¢ 59.3 90.9 F 9)]PSF 592 98.9 PSF 97.73E 59.2 823 U.13F 593 83.5 PSF 65.13E J60./018-FT ])9J 1a ISS]A lB )0911a = ti 24• 60" 3530 MF 593 96.9 5 IF 59.2 969 3F ]633F 59.T 61.6 3F 5L.0 3F 59.2 64.6 3 51.03i J60.40 LBri 396J 1e 954J tB ]l6.a LB U 6 30• 591 9A 3F 6J.0 PSF 9.B 3F 63.0 3f Sl1 PSF ILO PSF S113F F 4xA 3F J60A0 LBrT 3M.5 LB 959.)LB 6)LJ LB U Z m W�LLa aE s9.2 r -n j V "CUSTOM ASSEMBLY" DESIGN SCHEDULE aA M CUSTOM ASSEMBLY ALLOWABLE (2)UNITS TO(3)FRAMES (2)UNITS TO(4)FRAMES (3)UNITS TO(5)FRAMES CONFIGURATIONS: MAX MAX MAX STAND ANCHOR T'PE:I OR4 ANCHORTYPE:20R3 ANCHOR TYPE:100.4 ANCHORTYPE:20R3 ANCMORTYPE:I OR4 ANCHOR TYPE:200.3 0 UNIT UNIT UNIT CLEAR z 1 UNITS:3 FRAME CONFIGURATION WIDTH DEPTH HEIGHT HEIGHT MAX MAX MAX MAX MAX MAX MAX MAX MAX - MAX MAX MAX I E ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE. ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE i W 1-t LATERAL LOAD UPLIFT LATERAL LOAD UPLIFT LATERAL LOAD UPLIFT LATERAL LOAD UPLIFT LITERAL LOAD UPLIFT LATERAL LOAD UPLIFT R $ 24'• 94.5 PSF 74.6 PSF 94.5 PSF 74.6 PSF 63.0 PSF 49.7 PSF 63.0 PSF 49.7 IF 52.5 PSF 41.4 PSF 52.5 PSF 41.4 PSF $ SO" 38" 70" 30" 79.5 PSF 62.8 PSF 79.5 PSF 62.8 PSF 53.0 PSF 41.8 PSF 53.0 PSF 41.8 PSF 44.3 PSF 35.0 PSF H.3 PSF JS.o PSF I [AlIXNITWI) CUSTOM ASSEMBLY NOTES: g gS 3 I I. EACH UNIT SHALL UTILIZE(4)TIE-DOWN STRAPS INSTALLED PER DETAIL 5/9 OF THIS DRAWING IN ADDITION TO THE c L a 2 TIE-DOWNS PER DETAIL 2/9 OR 3/9. UNIT(SEE CUSTOM S e 6 g 2. EACH FRAME(POST PAIR)SHALL UTILIZE THE CROSS BRACING PER DETAIL 1/8 ON THIS SHEET. ASSEMBLY DESIGN Q e WW S 825# 3. EACH STAND SHALL UTILIZE(3)SUPPORT ANGLES PER DETAIL IA/30 OR 10/10 OF THIS DRAWING EQUALLY SPACED SCHEDULE) ATTACH CROSS BRACEi(" G MAX I ALONG LENGTH OF STAND(12'MINIMUM FROM ENDS OF STAND). ANGLES TO POST W/(1) �y zz 5'-0' S'-0" 5/I6'0 SS OR SAE GR 5 $ MAX MAX Z'MAX THRUBOLT OR W/Ye' FILLET WELD(W LONG K' 2 UNITS:4 FRAME CONFIGURATION3 UNITS:S FRAME CONFIGURATION F TOP AND BOTTOM OF W 5 I wl I I wl--f z• Gi 12'M IN.®30'HT. g $ a, x eM-i 30'MIN.QD 24'HT. FAIUWNIr AC UNIT AC UNIT AC UNIT AC UNIT cc �= (H1xW1) (H1xW1) _ (CUNrlr _ (HSxWi) u 'PNLSHED 0.0 F IV Max.®30'Hr. O LEVEL MAY YARY 12'MAX.@ 24'Hi. 15-2476. COND[RONS B25# 825# � DIRATE SCALE: NTS I- ,� MAX I I MAX I I I I PAGE DESCRIPTION: r MAX MAX T MAX r MAX T MAX T MAX T MAX / / / /PROVIDE(2)1'X2'XYa'6061-T6 ALUM COVER SHEET NOTE:FOR THE"CUSTOM ASSEMBLY"STANDS CROSS BRACES AS SF(owN PER N THE-NUMBER OF UNITS PER STAND IS RESTRIC2TED FRAME 9® TO THE CONFIGURATIONS ILLUSTRATED ABOVE. 1 CROSS BRACE DETAIL-CUSTOM ASSEMBLY SEE DESIGN SCHEDULE FOR MORE INFORMATION. B SCALE:Nis ELEVATION VIEW O gENN '.•ELASE F:4,Z ENK L.BE NARDO,P.E Q� Ep0Ap9 uNo5,�2Q.18 FRAME ASSEMBLY &UNIT TIE-DOWN DETAILS: _- SIP, °F O �N (2)1"WIDE x 14GA(0.070")OR x 12GA(0.105") �,( " Fl� ��?`� v x ASTM A-653 Fu=90KSI GALV STEEL ANGLE(CUTD-1 ;,FJ'S I O I-BEAM m _j__�., BY MIAMI TECH).UTILIZE(2)MIN.PER CORNER.FOR r r r I I I 1 �� \ Q j NEL TO TUBE W/ 1 1" ' RHEEM UNIT INSTALLATIONS,SEE SEPARATE STEEL W rn o a m- :/++ PERIMETER WELD' '� " /' TIE-DOWN CLIP NOA(ROOF MOUNTED)FOR W N o Ul "C"CHANNEL 22 GA 0.0299 / TIEDOWN CLIP REQUIREMENTS. R xx ( Z� f>U..WW5� ROVIDE FILLET WELD MIN.,Fu=58KSI / a _ OR FULL VISIBLE MIN.)STEEL A/C r •�' i ` / FASTEN CLIP VERTICAL LEG TO 22 GA(0.0299" Q m o M1N.)STEEL HOUSING WITH(5)#10 SAE GRADE 2 i 4 ERIMETER OF PIECE HOUSING UNIT ' �� Z 6�- �PIKE® , MIN.SHEET METAL SCREWS PER CLIP.FASTEN CLIP W W o' ^�z g Yt/ HORIZONTAL LEG TO I-BEAM RAIL WITH(1)WO RI y 7 SAE GRADE 2 MIN.THRU BOLT CENTERED ABOUT 3 a=�u 3.0"MAX Ox%"SS BOLT MAX LEG. N ce HTEN TO REFUSAL .SQING®,(a ISOLATOR PADS BEYONDROUND TUBI (BYIFOTHERS).MIN.4 PER '+O i FRAME ASSEMBLY DETAIL 2 A/C UNIT TIE-DOWN DETAIL A 9 NTS DETAIL 9 NTS 1"x 22ga CONTINUOUS GALV.ASTM A36 d STEEL STRAP SHALL PASS OVER UNIT TO n ¢ I-BEAM ON OPPOSITE SIDE AT T O.C. E MAX.UNITS LESS THAN 3'WIDE SHALL 1O 8 HAVE(1)STRAP AT CENTER OF UNIT. U m U a STRAPS SHALL BE SECURELY TIGHTENED z - SNUG AGAINST UNIT. ~ o z 'C-CHANNEL TO POST WELD NOTE: 22 GA(0.0299°MIN., IN AREAS WHERE Y+"WELD DIAMETER CANNOT Fu=59KSI MIN.)STEEL CUSTOM STANDS PER SHEET 8 SHALL USE =rn m BE ACHIEVED,CONTINUE WELD AROUND FULL - A/C HOUSING UNIT (4)1 X22ga CONTINUOUSGALV.ASTM U Zr PERIMETER OF POST TO PREVENT WATER A36 STEEL STRAPS EQUALLY SPACED W a leO INFILTRATION.WELD DIAMETER WILL ALONG UNTT(S),6'MIN FROM UNfTENDS �—3 j u DECREASE TO 0.05'ALONG C-CHANNEL EDGE. ISOLATOR PADS BEYOND. Fy z S m ?= SEE DETAIL BELOW. MIN.4 PER UNIT - w E.a j> I-BEAM 1 (2)#14 SAE GR 2 MIN. SMS WITH WASHERS AT <'" m UNDERS 0.05" IDE OF EACH STRAP END TO m C-CHANNEL UNDERSIDE OFI-BEAM z 0 POST s TIE-DOWN STRAP DETAIL" FILLET R NTS 'SHALL BE USED IN COMBINATION WITH ANY 9 R WELD 22 GA(0.0299" A/C UNIT TIE-DOWN DETAIL ON THIS SHEET MIN.,Fu-SBKSI NOTE:UNITTIEDOWN DETAILS MAY ALSO MHOUS STEEL UNIT BE USED TO ANCHOR THE UNIT TO THE SUPPORT ANGLE SHOWN ON SHEET 10. S Y3 S E (I.E.I-BEAM CAN BE SUBSTITUTED WITH ANGLE SUPPORT AS BASE MATERIAL) 22 GA(0.0299" TWO Y+°P)S.S.THRU g MIN.,Fu=58KSI BOLTS WHERE A\C UNIT R 1"x 22 GA,A36 MIN.GALVANIZED A/C UNIT HOUSING MIN.)STEEL A/C FRAMING IS ACCESSIBLE. g! STRAP W-90'TWIST 8 PER UNIT.1 o HOUSING UNIT FASTEN A/C FRAMING L $ EACH SIDE OF EACH CORNER. 0'TO 45' o DIRECTLY TO I-BEAM W/ �+ C+ FASTEN W/(3)#14 SAE GRADE 2 MAX. (2)Yl'0 BOLTS W/5/8" @ 6i MIN.SMS TO q/C UNIT,(3)#14 SAE WASHER AND NUT @ GRADE 2 MIN.SMS TO I-BEAM. EACH CORNER. s- gPROVIDE WASHERS FOR ALL 9" 9 SCREWS . 9 I-BEAM?1 ! ISOLATOR PADS BEYOND I-BEAM( R PADS BEYOND. (BY OTHERS)MIN.4 PER MIN.4 PER UNIT 3 ALT. A/C UNIT TIE-DOWN DETAIL 4 ALT. A/C UNIT TIE-DOWN DETAIL ,onuclp�� E: NTS 6 •u,".,"... SGLE• MS I. NTS 9 NTS 80-qlb g with th.R i& PAGE DESCRIPTION, BOIIQingCo& COVERSHEET ExpilEtioa))eteLeI)q a'ly 9® ' &fiami RwS+CL Caatru] l`LG/Jj), i _ NK E 0,P.E,. ..'I -UNIT C ANCHOR SCHEDULE oPEd(; -� LL SUPPORT ANGLE SUPPORT ANGLE DEPTH<STAND I ANCHOR HOST ANCHOR DESCRIPTION _ O�•Jz4y(?EJ,18 �i DEPTHS I FASTEN ANGLE VERTICAL LEG TYPE. STRUCTURE - _ - (4)#14 SAE GRADE 2 li TO 22 GA(0.0299"-MIN.)STEEL 3/3"0 SAE GRADE 5 SHEET METAL SCREWS WITH ; SHEET METAL SCREWS q .I IF _ ----:r.-_-r_._=_-rrr.-- -- HOUSING WITH(4)#14SAE 1 STEEL 1.0 MIN.WASHER,TO STRUCTURAL A36 STEEL n _ WITH 5/"0 MIN. �L-—_!�_._.__I GRADE 2 MIN.SHEET METAL � MEMBERS(34s MIN HOST THICKNESS) WASHER PER SUPPORT SCREWS AT EACH UNIT CORNER '•o v•' ANGLE END,TP. 3/3.0 POWERS CARBON STEEL WEDGE-BOLT CONCRETE CONCRETE ANCHOR WITHI.OMIN.WASHER,2.1/2"EMBEDMENT&e• MIN EDGE DISTANCE,SEE BASE PLATE COMPONENT 06 Tr^� wHlmll^UN STAND DEPTH (ON SHEET 2)FOR TYPICAL ANCHOR SPACING. LU V�j�ll o� y,m ROUND TUBING 4 3❑ WOOD" •SEE DETAIL 4110 OR SITE SPECIFIC ENGINEERING IS W w -UI=A l K� i EQUIRED ZQ U %� 7 4Ww¢ SUPPORT ANGLE SECTION A-A(SIDE-VIEW) ROUND TUBING® 3e OSAEGRADES IHRUBOLT WITH I"O MIN. 0 �Q W D LL I� WASHER&NUT,TO STRUCTURAL A36 STEEL �( O L m z z o I a STEEL MEMBERS Y,,"MIN HOST THICKNESS z-• N p z w`� 6 lA ATTACHMENT DETAIL M WW 10 NTS LL�g G T CENGINEER OF Lnw RE UJ '�w < TO VERIFY THAT THRE ❑ w PROVIDE(2)#14 SMS HOST STRUCTURE CAN ANCHOR.NOTES:THR " 'SUPPORT ANGLE SUPPORT THE NTO I-BEAM FLANGE V 1. ANCHORS SHALL INSTALLED IN (PROVIDE 1"x2 NOTCH) REACTIONS SHOWN IN IMO SUPPORT ANGLE DESIGN SCHEDULES ACCORDANCE WITH MANUFACTURERS' I I RECOMMENDATIONS. PROVIDE(2)#14 L 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED 3 SMS THRU I-BEAM PROVIDE 2"xl"xs" IN ANCHOR SCHEDULE FOR EACH ANCHOR. ^ WEB INTO CLIP ANGLE 2"LONG W/}" PRODUCE REVISM HOST STRUCTURE I 3. WOOD HOST STRUCTURE SHALL BE FILLET WELD AS SHOWN 83 o=Vlyiog with the Florida "SOUTHERN PINE"G=0.55 OR GREATER DENSITY. ROUND TUBING 4 Hw7d'mg Cade 2 BASE PLATE REACTIONS ALL CONCRETE SUBSTRATE SHALL BE UN-CRACKED z No. Y CONCRETE AND SHALL HAVE MINIMUM SUPPORT ANGLE Action to NTS COMPRESSIVE STRENGTH OF 3000 PSI.CONCRETE o zF Exp¢allon Date r SUBSTRATE THICKNESS SHALL BE GREATER THAN = v� G 7 1° .) ROUND TUBING(D OR EQUAL TO 1.5xANCHOR EMBEDMENT.INSTALL a l- ATTACH M ENT DETAIL -Dade Pmdrlct Cannol 4 ANCHORS PER PLATE I CONCRETE ANCHORS TO UN-CRACKED CONCRETE V m a f S 10 NTS (SEE ANCHOR SCHEDULE) I 0.185" ONLY. MINIMUM EMBEDMENT SHALL BE AS NOTED I""' m Zu BASE PLATE 6 i �LL IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND z N 0.185 FILLET WELD I POST CIRCUMFERENCE EDGE DISTANCE EXCLUDES ROOFING FINISHES. ~3 E e F tr- 'Cr / TOGAS PLATE 5. WHERE EXISTING STRUCTURE IS WOOD m _ I-BEAM MUST BE T //. / i I.i Q m a 'II PARALLEL TO TRUSSES / / TRUSSES,EXISTING CONDITIONS MAN VARY. FIELD Hy ALLEL S DETAIL /.• //JJ VERIFY THAT FASTENERS ARE INTO ADEQUATE w FOR f /, .i// WOOD TRUSS MEMBERS,NOT INTO PLYWOOD. z ADJACENT POST 1 HOST STRUCTURE PER/ _ ASSEMBLY,TYP. _- ANCHOR SCHEDULE STAND DEPTH PER I STANDARD BASE PLATE P 1" DESIGN SCHEDULE B TYP.EDGE I ROUND TUBING® I B 3 ATTACHMENT DETAIL BASE PLATE I .I ., vL'. TUTS - ROUND TUBING® g r g" s �— j__ _ � m, —� TYP.EDGEREADED ROD(4)ADE SAE GRADE 5 SEE ANCHOR CONNECTON ANCHOR A-A(WOOD MEMBER) WITH 1.25"0 MITHREADED RODS WITT1 A-A THIS DETAIL I ADD(4)Y/s"0 L.AG SCREW,s/e 0 BASE PLATE1.25"0 MIN.WASHER I I MIN.WASHER,334"M]N. WASHER ANAND LOCKING NUTS, = I PROVIDE 2"MIN LAG SCREW EMBED,SH MIN.EDGE � LOCKING NUTS,TYP. 0�TYP. "�g TIPTOTIP SPACING&�"MINDISTANCE.UTILIZE(2)TOP UTILIZE LOCKING NUT WOOD EDGE DISTANCE. — I AND(2)BOTTOM,TYP.EACH SIDE OF ALUMINUM SEE ANCHOR CONNECTION - EXISTING TRU55 6 e ANGLE,TYP. B-B THIS DETAIL ANCHOR B-B(STEEL MEMBER) MEMBER gg g (2)3"x3"xy6"6061-T6 II' ADD(4)%'0 THRUBOLT,%"0 B L I MIN.WASHER AND LOCKING t a y CONTINUOUS ALUMINUM I z S m E ANGLE TO MATCH BASE I NUT.UTILIZE(2)TOP AND(2) i BOTTOM,TYP. (2)3"x3"x'/s" PLATE FOOTPRINT 6063-T6 ABOVE.UTILIZE(1) _ ALUMINUM ANGLE 15-2476 ANGLE EACH SIDE OF - TO MATCH BASE - L SCALE: Nrs ANCHOR ROW,SEE SIDE PLATE FOOTPRINT VIEW FOR MORE EXISTING WOOD TRUSS UTILIZE LACKING NUi ° ABOVE. PAGE DESCRIPTION: COVER SHEET EACH SIDE OF ALUMINUM E DETAILS. MEMBERS(G=0.55 MIN.)OR)'s" ANGLE,TYP. Y A36 MIN STEEL(INTEGRITY BY ALTERNATE BASE PLATE ATTACHMENT 9® OTHERS),TYP. 4 AT WOOD STEEL TRUSS MEMBERS SECTION B-B(SIDE-VIEW) O to NTS DETAIL I I I x � o Certificate of Product Ratings AHRI Certified Reference Number:7850662 Date:08-28-2020 Model Status:Discontinued AHRI Type:RCU-A-CB(Split System:Air-Cooled Condensing Unit,Coil with Blower) Series:14 SEER N SERIES R410A AC Outdoor Unit Brand Name:TEMPSTAR Outdoor Unit Model Number (Condenser or Single Package):NXA442GKC* Indoor Unit Model Number(Evaporator and/or Air Handler):FEM4P42**AL Region: Southeast and North(AL,AR,DC,DE,FL,GA,HI,KY,LA,MD,MS,NC,OK,SC,TN,TX,VA,AK,CO,CT,ID,IL, IA,IN,KS,MA,ME,MI,MN,MO,MT,ND,NE,NH,NJ,NY,OH,OR,PA,RI,SD,UT,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. The manufacturer ofithis'TEMPSTARjproduct is responsible for the tati,ngz of this system combination Rated as followi!in accordance with,,the latest edition fo ANSI/AHRI 21';0/240 with Addenda Tand-2 Performance:Rating of Unitary" Air-Condition mg&�A-it--S—ou—rice Heat,Pump,Equipinent and-subject to ra#ing ccuracy by?AHRI-sponsoredT Independent thlyd�party testing 1 tuh<40000 Cooling Capacity(A2)=Single or High Stage(95F),t SEER!14+00 ;. EER(A2)-Sinjle�or�High Stage,,(95F) :1`1,70 NWWPJ ., tModels with"Discontinued"Model Status are those that an AHRI Certification Program Participant no longer produces AND is no longer selling or offering for sale. Ratinos that are accompanied by WAS indicate an involuntary re-rate. The new Dublished ratino is shown alona with the Drevious(i.e.WAS)ratino. 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.ahridirectoryorg. 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; Am entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The information forthe model cited on this certificate can be verified at www.ahridIrectory.org,click on"Verify Certificate'link we make life betters' 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. 132430986041286562 ©2020Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: