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HomeMy WebLinkAboutMaster Anchoring PlansWEATHER KING PORTABLE BUILDINGS 760 WESTBROOK ROAD HICKORY, KY 42051 GENERAL NOTES: 1. ANCHORING PLANS ARE TO BE USED IN CONJUNCTION WITH BUILDING PLANS, 8. GROUND ANCHORS DESIGNED FOR SOIL CLASS 4a OR BETTER. SUBMITTED SEPARATELY. SOIL CLASS 4a: CONSISTS OF LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND SILTS, ALLUVIAL FILL. RQUE F 276 TO 2. DESIGN LOADS ARE IN ACCORDANCE WITH HE 2017 FLORIDA BUILDING CODE. 350 NCH POUNDS. THE MINIMUM ANCHOR LENGTH FOR READING OPROBE 0 OIL CLASS4a SHALL BE48INCHES. 3. WIND LOADS ARE BASED ON HE FOLLOWING: ULTIMATE DESIGN WIND SPEEDS: 2017 FBC FIGURE 1609.3(3) Vull =120 MPH Vult =140 MPH Vult =160 MPH RISK CATEGORY I EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT: GCPI = t0.18 4. THE MINIMUM ANCHORAGE SHALL BE AN ANCHOR AT EACH CORNER OF THE BUILDING. LOCATE THE ANCHOR WITHIN 12INCHES FROM THE CORNER. REFER TO ANCHOR SCHEDULE FOR ADDITIONAL ANCHORS THAT MAY BE REQUIRED. ANY ADDITIONAL ANCHORS BETWEEN THE CORNERS SHALL BE SPACED EQUALLY. 5. WEATHER KING IS NOT RESPONSIBLE FOR THE PREPARATION OF HE PROPOSED SITE OR DETERMINATION OF THE SITE'S SUITABILITY TO SUPPORT THE PROPOSED STRUCTURE. IT IS HE PROPERTY OWNER'S RESPONSIBILITY TO DETERMINE IF SITE CONDITIONS ARE SUITABLE TO SUPPORT THE STRUCTURE. 6 NORS ARETO BE SUPPLIED AND INSTALLED BY HE PROPERTY OWNER. RESPONSIBLE BLE OR ANCHORING HE BUILLDING WEATHER KING IS NOT TO 7 INSTALLED BY THE PR PERTY OWNER ALONG EACH SIDE OF THE UILDING OTHE RECOMMENDED NUMBER AND TYPE OF BUILDING ANCHORS E GRO ND ANCHORS SHALL BERATED FOR SOIL CLASSIFICATION 4a. IT IS THE VERIFY THE SOIL TYPE FOR THE SITE WHERE THE BUILDING OWNERSOPERTY RESPONSIBILITY TO IS TO BE PLACED. �����%0% j" J�N• STER ANCHORINu KAN ��©FLORIDA--FRC 20117 PROJECT No: SHEET NUMBER k ' No.77209 S Yr * = DATE: 11-15-2017 • STATEj oer �jjj�"�j4 j���j� DRAWN BY: KLN©O= ;, •'.• A OF Q. � 9 YMS [� `�trfJiJ CHECKED B�KLN ���"""yyy���{{{•.�OR1V •,•� Wis earPORT BLIEH BUILDflE�#1�� REVISION:SCALE: NONE i� ,Ir I CONCRETE SLAB TIE DOWN ANCHOR. REFER TO SCHEDULE FOR SPACING (TYP) PROVIDE 2x TRTD BLOCKING AT BOLT LOCATION. PLACE W/ GRAIN RUNNING VERTICALLY. ATTACH TO RIM JOIST ATTACH ANCHOR TO W/ (6)10d NAILS MIN. RIM BOARDWl V 0 BOLT W/ WASHER (GALV.) REFER TO SCHEDULE U N FOR ANCHOR INFO. FINISH GRADE 1-BOLTED EYE ANCHOR DETAIL STRAP ATTACH TO ANCHOR MANULS TTED II I ATTACH ANCHOR TO CONCRETE SLAB ON CONCRETE W/ %" DIA. GRADE BY OTHERS. EXPANSION BOLT W/ :�M:l 3" EMBEDMENT (TYP) 3-TYPICAL CONCRETE ANCHOR W/ STRAP DETAIL 20 GA. x 1Y" WIDE GALVANIZED STRAP EXTENDED OVER SKIDS. ATTACH TO ANCHOR Wl SLOTTED BOLT PER MANUF. SPECS. REFER TO SCHEDULE I I u FOR ANCHOR INFO. (J OUTSIDE FINISH GRADE SKID MP) 2-TYPICAL ANCHOR W/ STRAP DETAIL OUTSIDE SKID (TYP) fag FINISH 00 GRADE w N rn IL =1 RECOMMENDED GROUND ANCHOR SCHEDULE ANCHOR DESCRIPTION VA" 0 ROD x 48" LONG w/ (1) 6- HELIX 14a Ne 0 ROD x 48' LONG w/ (1) 6" HELIX %° 0 ROD x 48" LONG w/ (2) 4" HELIX EYE ANCHOR - V 0 ROD x 48' LONG w/ (1) 6" HELIX EYE ANCHOR - %" 0 ROD x 4W LONG w/ (1) 6" HELIX NOTE: REFER TO NOTE 8 ON SHEET S-0 FOR SOIL CLASS DESCRIPTION. .•�,,,J, •'� '�Niq��� ---..MASTERPLAN0-©FL0RSDA--FRC 2®17 N E` s No.77209 '; ,� = PROJECT No: SHEET NUMBER Ak DATE: 11-15 2017 3-21-AP •' STATE �j�' DRAWNwN BY: KLN Ken! _ a h ;e � r o 6� �j m �+'L."gj}� �CHECKED BY: KLN RREVISION: SCALE: PORTABLE �BUILDINGSccx 1"=1'-D e � ' PROVIDE 2x TRTD BLOCKING AT BOLT LOCATION. PLACE W/ GRAIN RUNNING VERTICALLY. ATTACH TO RIM JOIST ATTACH ANCHOR TO W/ (6)10d NAILS MIN. RIM BOARD W/Yz" 0 BOLT W/ WASHER (GALV.) FINISH 3- /� GRADE REFER TO SCHEDULE FOR ANCHOR INFO. j . OPTIONAL 16"xl6"x4" SOLID MASONRY BLOCK PAD. REFER TO SCHEDULE -FOR•QU9NTITY AND SPACING, 1-BOLTED EYE ANCHOR DETAIL W/ OPTIONAL BLOCK PAD __. _..-............ ... ......... OPTIONAL BLOCK PAD SCHEDULE BLDG NUMBER OF PADS BENEATH EACH SKID WIDTH 14'-0" 16'-0" 16'-0" 20'-0" 22' 8'-0" 3 3 - - 10'-0" T22 2 3 3 31 T-2"3 3 3 3 3 3 3 3 4 20 GA, x 1ja" WIDE GALVANIZED STRAP EMENDED OVER SKIDS. ATTACH TO ANCHOR W/ SLOTTED OUTSIDE BOLT PER MANUF. SPECS. SKID ITYP) REFER TO SCHEDULE FOR ANCHOR INFO. --\� OPTIONAL 16"x16"x4" SOLID MASONRY BLOCK PAD. REFER TO SCHEDULE FOR QUANTITY AND SPACING. (lYP) 2-TYPICAL ANCHOR W/ STRAP DETAIL Wl OPTIONAL BLOCK PAD FINISH GRADE NOTES: 1. BLOCK PADS ARE OPTIONAL. 2. BLOCK SIZES SHOWN ARE NOMINAL PADS MAY CONSIST OF EITHER A SINGLE 16x16 BLOCK OR (2)16x8 BLOCKS. 3. BLOCK PADS SHALL BE PLACED WITHIN 12INCHES OF EACH BUILDING CORNER. ADDITIONAL PADS, AS REQUIRED, SHALL BE SPACED EQUALLY. o© IDA—FRC �uF °"0' J� L— E s� MASTER ANCH®RINu I�L�I� SL R �.. * NO.77209 PROJECT NO: SHEET NUMBER * ° DATE 11-15.2017 STATE %0 �•,+,a�qu0 FL1OPin 90 DRAWN BY- KLN CHECKEDBY: KLIS-2.2—Ar W e co= -It allull� PORTABLE BUI.LDINOS REVISION: SCALE:1"=1'-0 11- IS-17