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<br /> NOTE. INSTALL ANCHORS PER T ical Details for Concrete Installations ��s�on Date: Notes.
<br />' MANUFACTURER'S REQUIREMENTS yp 07/17/2012 Plan Update
<br /> (2)-SIMPSON'H3"@ I 4°O.C.
<br /> ti��( (I I O-I 30mph)OR"SPF14"@ I 6"O.C. �+�/(
<br /> 3/I 6"GALVANIZED CABLE TIE ?�� (I 50-I 60m h)AND(I) I/2"x4°LAG �'��5
<br /> DObVN ENGINEERING PART :��� BOLT TI1RU BASE PLATE �'
<br /> k5 I 556(OR EQUIVALENT), �;'j `r�' DBI. 2x6 BLOCKING
<br /> TIGtiTEN TO 500 LBS OF TENSION �;�y 5/8"DIA.TI1RU BOLT WIT11 2"WASFiER, REQUIRED FOR
<br /> ��� A449 GALVANIZED OR EQUIVALENT ��� ATfACtiMENT
<br /> MINUTE MAN MMA-I 8 OR EQUAL W/ %��
<br /> 5/b"SIMPSON TITEN OR WEDGE-ALL ��.-=.:• �-•:�,-,;:-�-._,,,._. I I O MPH WIND ZONE: �
<br /> :�=�:'':-�.� .._..--^,
<br /> EMBEDED 3"MIN INSTALL A ,�'_�J-;==�"�'�.�'`i�;�' 5/8"DIA.X 40"GROUND ANCHOR WITH t� r � :=�`��..=`���:_
<br /> -.-..�.="_
<br /> ..._..>.._...���__.-:<_.........:::. n��-�..�.--�:r-•�,._���
<br /> MINIMUM OF 4"FROM SLAB EDGE. SINGLE 6"HELIX(MODEL#59060) � �,�"'
<br /> ' ' �� I 30 AND I 50 MPH WIND ZONE: �
<br /> � i,�;' ...' ' . �:'' ' S/8"DIA.X 4b"GROUND ANCNOR WITFi , ' �••• :,::� •
<br /> �, ' �•���" '-y�� ' SINGLE 6"11ELIX(MODEL N59065) � \� ��V.�:•��" �' �� •� .�
<br /> ���'�Y .//, / y�.. ' Y .f %. �% / `•��
<br /> ���\�� �\��L.iLiv�-��� I 60 MPH WIND ZONE- /
<br /> /,�`%:. � SEE GENERAL NOTE#I 0 �J:" � ��' ��
<br /> (SEE CFIART FOR QUANTITIES) �� ` � -
<br /> /
<br /> Typical Details for Masonry Block Installations /���
<br /> 3/I 6"GALVANIZED CABLE TIE
<br />� DOWN ENGINEERING PART f��
<br /> #5 I 556(OR EQUIVALENT), ti1�F (2)-SIMPSON"F13"@ 14°O.C.
<br /> TIGHTEN TO 500 LBS OF TENSION "'}' ;,_-.. � (I I 0-I 30mph)OR"SPF14"@ I 6"O.C. ��:
<br /> �r;.:;:r�ti=:^,Es�rn��.�..:=' (I 50-I 60mph)AND(I) I/2"x4°LAG �. �
<br /> �..-�._;,1-��'�"'-�.`^„-";�=�=; k DBI.2x6 BLOCKING
<br />� ���;::^�-�y�=-... -� ��� BOLT TtiRU BASE PIATE ��}
<br /> USE(3)-3/I 6"GALVANIZED CLAMP ,` (� REQUIRED FOR
<br /> h� ��'
<br /> TIE DOWN ENGINEERING PART 5/8"DIA.ThRU BOLT WITti 2°WASt1ER, 1 TFiRU BOLT
<br /> �153806(OR EQUIVALENT) • � �� �tr/' ATTACIIMENT
<br /> !{x8"x�i;6"". A449 GALVANIZED OR EQUIVALENT
<br /> " �L'aCK'•: 1�`i
<br /> �1
<br /> I I O MPIi WIND ZONE• `'��j, � ,//.�/�j//�' � �` I I O MPIi WIND ZONE- 1' ���=-
<br /> `h�.(� � �,'�;�..^-.
<br /> I/2"DIA.X 30"GROUND ANCHOR WITFi �:�>�j;,;''�'�` ��`��" =-=-�:-=-�--�''^'�r-
<br /> , �j ��//� 5/8"DIAM. X 40"GROUND ANCFIOR
<br /> SINGLE 4"HELIX (MODEL#59055) ��;���!���_y��' WITH SINGLE 6"t1ELIX(MODEL N59060) ��
<br /> I 30 AND I 50 MPti WIND ZONE ��� �!
<br /> '�;;, I 30 AND I 50 MPIi WIND ZONE- �� �
<br /> 5/8"DIA.X 40"GROUND ANCIIOR bVlTli �"��%� � '�}.ilkB"x9y6",.• �
<br /> ��� ��,,, 5/8"DIAM. X 48"GROUND ANCNOR ,�� (�/
<br />, SINGLE 6"IIELIX(MODEL//59060) ��j � '' BLCICK^:. \'
<br /> i`.� % �! WITfi SINGLE 6"FIELIX(MODEL#59065) � /•- • �� �
<br />� I 60 MPti WIND ZONE- �>,��y`�� �/� �\// \/\\'
<br /> SEE GENERAL NOTE#I O "`�\`�;� I 60 MPH WIND ZONE-
<br /> (SEE CtiART FOR QUANTITIES) �`����� SEE GENERAL NOTE#I 0 �� '`� � �� •
<br /> (SEE CNART FOR QUANTITIES) � �. f
<br /> \�4 ♦
<br /> F11LTI KWIK BOLT MIN. I/2"DIAM.WITH 2x4 STUDS,SEE PLANS FOR SPACING
<br /> A 5.5"MINIMUM EMBEDMENT AND A� ANCHORING SCHEDULE
<br /> I 75"MIN. EDGE DISTANCE.SPACE px4 P.T BOTTOM PLATE euildin Bulldin Max.Block Numbar 110 130 150 160
<br /> ANCt10R5 AT 5'-0"O.C. FOR 6'-O"TO 9 9
<br /> I 0'-6"BUILDINGS,4'-0"FOR I 0'-6"TO
<br /> Wldth Length Spaeing of Blocks MPH MPH MPH MPH
<br /> 14'-O"BUILDINGS s'-o° 10'-0° r-6° 4 z 2 2 2
<br /> 6'-0° 12'-0° 7'-s° 4 z 2 z 2
<br /> � ` Q 8'-0° 8'-0° 7'�" 4 2 2 2 2
<br /> . i = - • ,. ^
<br /> '�=1 I I-!�I�"i i . .� _ ,::. � � l.:;j=� — - ;z�� ��=6� s z z z z
<br /> J 8,-0.
<br /> 'I ,_...._..I • `• _ -�`iz=.._1 8;p.
<br /> V—�(�-�I�-I :'' . .,_`j','��`-'�'I ---I �-....e 8-0" 14-0° 7'-6° 6 3� 3 3_ 3
<br /> �`''.—�i�MJ! ��;I—-1 i 1-���""�•'�} 8-0' 16'-0' 7'-6° 6 3 3 3 3
<br /> � V,.j—I�,.��'�j �--'-��I � 10'-0° 10'-0" 7'-0° 4 2 2 2 2
<br /> L-_".- ,0�-�• ,2�-0� ��-0• 6 2 2 2 2
<br /> ��� 10'-0' 14'-0° 7'-0° 6 3 3 3 3
<br /> 10'-0° � 16'-0" � 7'-0' 6 �3 3 3 � 3
<br /> Typical Anchorinq of a Floorless Buildinqs to Concrete Slab Detail ,o�-o• � zo�-o^ ��-o� e a � 3 3 s
<br /> +o�-o^ za�-o• � r-o° �o �a � a a a
<br /> 10'-0° 30'-0° 7'-0° 12 5 5 5 5
<br /> DESIGN PARAMETERS �r-o" +z'-o• r-o• s z 2 z z
<br /> �r-o° � �a�-o° r-o• � s � z �z z 2
<br /> I WIND DESIGN PER ASCE 7-10 �r_p= �g��p• 7�_p• s �"-2 Z �Z Z
<br /> 2 DESIGN WIND SPEED -I I OMPti- I 30MPF1-I 50 MPH-I 60 MPfi ���_p� = 20�_p� � 7�_p� g ( 3 � 3 r3 3 I
<br /> 3 WIND EXPOSURE CATEGORIES: �r-o° � 2a�-a° � ��-o° � to 3 3 3 3
<br /> I I Omp h:B', C 4 D - 1 3 0mp h: B,C 4 D - I 5 0mp h: B,C 4 D - I 6 0mp h:B 4 C 11'-0° 30'-0° � 7'-0° � 12 4 4 4 �4
<br /> '''4 bVIND IMPORTANCE FACTOR. I.0
<br /> ir-o° 3s�-o° � r-o° �a �a� a a a
<br /> 5 ENCLOSURE CLASSIFICATION• ENCLOSED • �r-o° 40'-0' r-o° ts 5 5 5 5 �
<br /> 6. DESIGN MEETS INTERNATIONAL BUILDING CODE 2009&FLORIDA BUILDING CODE 2010 ir-a^ t2�-o° 6'-6° 6 2 2 2 2
<br /> tr-e^ � �a�-o° s�-s^ s 2 �z�`z�z
<br /> GENERAL NOTES � »�$• I �s�-o� � 6�-6� �_6 .a 3 � 3 3 � 3
<br /> � ` 11'-8° � 20'-0° 8'-6' 8 � 3 � 3 �� 3
<br /> I DE516N POR MIN 2,500 P51 CONCRETE 11�-e°�� 24'-0°^� 6'-s^ �10 � 3 3 3
<br /> 2. ALL HELIX ANCI10R5 MUST MEET TF1E MINIMUM WORKING LOAD OF 3 I 50 Ibs.AND AN ULTIMATE LOAD OF »�_8° � 30'-0° � 6'-s" 12 � 4 4 4 4
<br /> 47251bs. �1'-b° � 36'-0• � s'-s• � 14 5 5 � 5 5
<br /> 3 FIELICAL ANCFIORS FOR I 60mPh WIND ZONES MUST MEET A MINIMUM WORKIN6 LOAD OF 3484 Ibs. q��_e° 40'-0° 6'-6° � �fi 5 ` 5 5 5
<br /> AND AN ULTIMATE LOAD OF 5200 Ibs. 11'-e" 44'-0" � 6'-6° 1fi 6 �� 6 � 6
<br /> 4 ANCt10R5 MUST BE INSTALLED TO MANUFACTURERS RECOMMENDATIONS.ANY BENDING OR DAMAGE �p�� 50'-0^ s�-s• �e s s s ,s
<br /> CAUSED UPON INSTALIATION WILL VOID ANCHOR AND MUST BE DISCARDED �3�-0° 14'-0" s'-s° s z 2 2 z
<br /> 5. CONTRACTOR SFIALL VISIT TI1E SITE AND THOROUGtiLY FAMILIARIZE TFIEMSELP WITH EXISTING �g�_p� � �s�-p� 6'-6° s 3 � 3 3 � 3
<br /> CONDITIONS CONTRACTOR IS RESPON518LE FOR MEETING SOIL CLASSIFICATION FOR SIZING 11ELICAL �3'-a° 20'o° 6'-6" 12 3 3 3 3
<br /> ANCI10R5 PER MANUFACTURER'S REQUIREMENTS. -----� �— �--
<br /> 6. O N E A N C F I O R S H A L L B E P L A C E D A T E A C F i B U I L D I N G C O R N E R W I T t 1 1 N I 2"O F C O R N E R �3'-0° ' 24'-0° 6'-6° � 15 � 4 � 4 f 4 � 4
<br /> 13'-0° 30'-0" 6'-6' 18
<br /> 7 ANY REQUIRED INTERMEDIATE ANCHORS St1ALL BE PLACED EQUAL DISTANCES APART FROM EACti OTFIER. I I I 4 I 4 I 4 4
<br /> 8 TI1E ANCIIOR MUST BE IN TF1E SITE SOIL CLA55 IN WHICII TNE LOAD REQUIREMENTS WERE SET 1 3'-0° � 3 6'-0° 6'-s° 2 t � 5 � 5 5 � 5
<br /> 9 USE TIE-DOWN ENGINEERING(OR COMPARABLE) I/2"X 30"GROUND ANCIIOR WITH SINGLE 4"IIELIX OR 13��0° � ao�-o° � s�-s^ za �s � s s s
<br /> t 5/8"DIA.X 40"AND 48"GROUND ANCFIOR WITH SINGLE 6"IIELIX 13'-0" � 44'-0° 6'-s° ' 24 6 � 8 6 6
<br /> I O FOR I 60mph WIND ZONES USE TIE-DOWN ENGINEERING(OR COMPARABLE)MODEL N 59090 3/4"DIAM. �3'-0° 50'-0• 6'-6° 27 7 7 i 7
<br /> .- x 36"WITH A DOUBLE 4"HELIX(USE IN SOIL CLASSES 2)OR MODEL N 59250 5/8"DIAM.x 30"WITN A 6" �3'-8° 14'-0^ 6'-6° 12 2 2 2 2
<br /> HELIX AND A 4"IIELIX(USE IN SOIL CLASSES 344) 13'-e�� 76'-0° � 6'-s' 12 3 3 � 3 3
<br /> I I INSTALLATION OF TF1E ANCt10R5 MUST MEET ALL AT REQUIREMENTS AS SPECIFIED BY TIE DOWN 13'-e° � 20�-0' � 6'-6° 16 � 3 � 3 �3 � 3 �
<br /> ENGINEERING, INC TO INCLUDE REQUIREMENTSINS FOR SPACING AND SITE SPEGIFIG SOIL CONDITIONS 13-e� � Z4-o� � s`s�� Z�-- � 4 � 4 � 4- -
<br /> _ I 2. MAXIMUM STRUG7URE FIEIGFiT IS I 2 FEEf 13'-B° � 30�-0° � 6'-6° � 24 �� 5 � 5 � 5
<br /> I 3 NUMBER OF ANGIIORS LISTED IN ANCt10R SCt1EDULE ARE TI1E MINIMUM REQUIRED NUMBER OF t3'-a° � 36'-0° � 6'-6^ 28 r s � 5 � 5 �5
<br /> ANGHORS TO RUN DOWN EACIi SIDE WALL(fF1E TOTAL NUMBER OF ANGt10R5 REQUIRED PER BUILIDING �3�-e��� 40'-0^ � s'-s^ � 32 � s � s s �s
<br /> WOULD BE 2X Tt1E NUMBER LISTED IN Tf1E 5CIIEDULE) i3'-a� � aa'-o• � 6'-6^ 32 � 6 � 6 � s s
<br /> 13'-B" 50'-0" 6'-6° 36 7 7 7 7
<br /> DESIGNED FOR:
<br /> o,�/�,/�� Colcraft Inc.
<br /> P o. eox 136 Haney Associates, Inc.
<br /> � St�llmore, GA 30464 Engineering 8i Construction Planning
<br /> PROJECT NUMBER: p.o.noxs�s,SixMile,S.C.29682-Phane:864-646-7600AItH:864-634-1300
<br /> 2012EN890 ,
<br /> DATE: July 17th, 201 2
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