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Southein Phie(SI�speciflc gravity=O.SS;allowable load per anch�=620 poundc. �a� lft^bb�NN �.� !/t"h@f Sprttao Pine F7r(SP�speclflc gtavlty=0.42;allowable load per anchor=482 pounds. ATTACHA'l�tt'Ofi ATTACHIVI�1'P OF Usa 3P veluas only if both stracttue and jamb ate southem pine. Zn6 WOOD JAMB 2x6 WO(3D JAMB Use SPP values when sproce pine flr�S Fsresent in stractme or,jamb ma�iaL yZ,�� Lag scww:3/8"dinmetet x 3"minimwn long;musc coldvim to AN3IJASMS BI8.2.1 oN Sf�A7I�Ic3 Wasl�er:l-1/B"minimum outside diameter,must confam to ANSI B18,22.1 type A. P�drill 1/4"diameter pilot holes for lag screw inserdon. 1-1/2"ma�imum lag sc�ew edge distance required. �n a 3'LAG SCRHWS �i4"�p��p � DOOR WIDTH feet and Inches at a iven bESIGN PRESSURE PSF �"R�'n"�''°9�'s �p�� SPF 5P 14p5 iTpsf 20psf 24psf 28psf 32psf 36psf 4Qp5i 44psf 4$psf 53psf 58psf 63psf 69psf 75psf 31psf 87 93 f clear of mry 6xk jamb attechtnrnt 24 Z4 34'-5 28'-0 24'-1 ZO'-0 ST Z 15'-0 13'-0 12'-0 10'-1 10'-0 9'-1 8'-3 7'-7 fi=11 6'-S *�'-ii 5'-6 5'-2 f�� 22 24 n/a 32'-4 ZT-6 22'-1 19'-8 17'-2 15'-3 13'-9 12'-5 11`-5 10'-4 9'-5 8'-8 7'-11 7'-4 6'-9 6'3 5'-ii 20 24 n/a 34'-0 28'-1 24'-1 20'7 18'-0 16'-0 14'-5 13'-i 12'-0 10'-t 9'-li 9'-2 8'-0 7'-8 :+'-1 6'-7 6'-2 e g 18 24 n/a 36'-5 31'-0 25'-1 22'-1 19'-4 17'-2 15'-6 14'-1 12'-1 11'-8 10'-8 9'-10 8'-11 8'-3 s�'-7 7'-1 6'$ heeder 18 23 n/a n/a 32'-1 26'A 22'-1 20'-0 iT-1 16'-0 14'-7 13'-4 12'-1 11'-0 10'-2 9'-3 8'-6 7'-ii 7'-4 6'-10 16 21 n/a n/a 35'-S 29'-6 25'3 22'-i 19'-B iT,B 16'-1 14'-9 13'-4 12'-2 11'-Z IO'� 9'-5 �'-8 8'-1 7'-7 � g� t6 ZO n/a ro/a 36'-1 3O'-i Z5'-9 22'-7 20'-0 18'-0 ib'-5 l5'-0 13'-7 1Y�5 11'-5 10'-5 9'-T �'-li S'-3 7'-9 3' 15 20 n/a n/a n/a 31'-0 z6'-6 23'-3 20'-8 18'-7 ifi'-i 15'-6 14'-0 12'-9 ii'-9 10'-9 9'-11 �=2 8'-6 8'-0 �— 14 18 n/a n/a n/a 34'-5 29'-6 25'-9 22'-3 20'-7 18'-9 17'-2 15'-7 14'-2 13'-1 11'-1 11'-0 b0'-2 9'�5 8'-10 13 i6 e/a n/a n/a n/a 31`-9 Z7'A 24'-B 22'-Z 20'-2 18'-6 16'A 15'-0 14'-1 12'-i 11'-1 �0'-1 10'-2 9'-6 12 16 n/a n/a n/a n/a 33'-2 29'-0 25'-1 23'� 2i'-i 19'-0 17'-5 16'-0 14'-9 13'-5 12'-4 Si'-5 10'-8 10'-0 12 15 n/a n/a n/a nJa n/a 30'-1 26'-9 24'-1 2Y-1 20'-0 1$'-2 16'-7 15'-3 13'-1 12'-1 �1'-1 11'-0 10'-4 � 11 14 n/a n/a n/a n/a n/a 32'-1 29'-2 26'� Z3'- ti'-1 19'-i 38'-1 16'�8 15'-2 14'-0 12'-1 12'-1 11-3 10 14 n/a n/a n/a n/� n/a 33'-2 Z9'-6 26'-6 24'-1 22'-1 20'-0 i8'-3 16'-1 t5'-4 14'-2 �3'-t 1Y-2 11'3 10 32 n/a n/a n/a n/a n/a n/a 3Z'-i Z8'-1 26'-3 2a'-1 21'A 19'-1 18'-4 16'-9 15'-5 a4'-3 13'-3 12'-S a��nesc nn�or�mn�a� 9 12 n/a n/a n/a n/a n/a n/a n/a 31'-0 Z8'-2 25'-7. 23'� 21'-4 19�-s ar-1 16'-6 85'3 14'� 13'-4 1eos�as hi�n��o�„� 9 11 n/a n/a n/a n/a n/a n/e n/a 32'-i Z9'-2 26'�9 24'-3 22'-1 20'-4 18'-7 17'-1 �l5'-i !�4'-9 13'•9 Ancho�m he eventy spaad6etwern 8 ii a/a n/a n/a n/a n/a n/a n/a n/a 30'-8 28'-I 25'-6 Z3'-3 21'-5 19'-7 18'-0 S6'-8 15'-6 14'-6 thc hcedtr attd�So tlorn: 8 10 n/a n/a n/a n/� n/a n/a n/a n/a 32'-1 �0'-1 27'-3 Z4'-i Z2'-1 20'-i 19'-3 iT-i 16'-7 15'-6 7 10 n/a n/a n/a n/� n/a nJa n/a n/a n/a 31'-0 28'-0 25'-7 23'-7 21'-6 19'-1 18'-4 17'-1 16'-0 7 9 nJa n/a e/a n/a n/a n/a n/� n/a n/a n/a 3i'-2 Z8'-5 28'-2 Z3'-1 22'-0 ZO'-4 18'- 17'-�J � � 6 8 n/a n/a n/a n/a n/a n/a nJa n/a n/a n/a n/a 32'-0 29'-6 26'-1 24'-9 23'-1 31'-4 20'-0 �`�B`m°m��a`1"°'�. 11lay be connterboad ap to 3/B"dccp et 4 e �/a n/a n/a n/a n/a n/a n/a n/a n/a nJa n/a n/a n/a n/a 33'-0 30'-7 28'-6 26'-8 ��n�iopuo,►r��ro��a SPF SP 14ps 17psf 2Qpsf 24psf 28psf 3 f 36psf 40 44psf 48 53psf 5 f 63 69psf 75psf 81 67p5f 93psf �hmount�gsurface. � DOOR VYIDTH feet and inches at� iven DESIGN PRESSURE (PSFI • • +BIDAD PEiF� r ��"�f+�� Flrst nnehm to smtt asno mote thm� FAS7FJIER \� �,. �� half tha fasteoer epacingdlshaxe aa3 �a+adi1 `'��.��M��' ��/�' no 2esa than the minimmm edgedlstance. •'�� `. i Maximum load per jamb=OS x(donr height)x(door width)x(maxLnvm posiHve pmsqvte) o ±� ��CJ7� � � When�plyi�back jumbs wer dry wall or otherna�sfit��, ' *; * 4*` O0� S� IIOIIC I vse lon er la s screws to inauce 1-1/2"minlmmn embedment �� M � �a� Lesser spacing may be used to avoid'mterference with door l�aidwm+e and ar f a s U r.n m g s ys�em. � . OF � � 'n' Maximum apaaing shown in chait �,A� � � �U L J o o B"� 2-18-2015 . J o h n H S c a t e s,P.E. I • ; � T h e s e c h a rt s d o n o t a d d re s e s p:i n g p a d o o mm e c fi�s t o ffi e b u�d'm g• 3 1 2 1 F a a te D r ive r�� ••�Z O R 1 D h. � � . s� ij'�► �.__,. �� Back Jamb Attachment Detai.l Albemetive design may be approved by a rcgistAsd profcssiona]arginces. Camollton,Texa9 75007 �0 �� `� 5 u p p o rt i n g s t r u c m r a l e l e m rn t t s h a l l b e d e s i g n e d b y a r e p.s o e i e d p i o f e ssi m�a l F l o r i d a P.&.i i 5 1 7 3 7 �/��f��N ALi,�� L a g S c re w engineer for wind loads in addition to other loads. Tx�sc�os,a-zzo3 rlf+I lt � Professiozml En ine�s's seal 'ded ant iar veruicancn�u wmcuoau eot��ncaon a�et�uls �=•H.I.�I'dR+lIlg: B3A-102 ReV.-0S , ' �