The URL can be used to link to this page

Home My WebLink AboutPRODAPP - Garage Door FL15012_R6_II_Jamb_Attachment_Drawings_sDOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) 1/4"1/4"3/8"3/8 3/8" 3/8" 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf 24 24 24 24 24 24 22'-9 18'-9 15'-11 13'-3 11'-4 9'-11 8'-10 7'-11 7'-3 6'-7 6'-0 5'-6 5'-0 4'-7 4'-3 3'-11 n/a n/a 24 22 24 24 24 24 24'-3 20'-0 17'-0 14'-1 12'-1 10'-7 9'-5 8'-6 7'-8 7'-0 6'-4 5'-10 5'-4 4'-11 4'-6 4'-2 n/a n/a 24 20 24 24 24 16 26'-6 21'-9 18'-6 15'-5 13'-3 11'-7 10'-3 9'-3 8'-5 7'-8 7'-0 6'-4 5'-10 5'-4 4'-11 4'-6 4'-3 3'-11 24 18 24 22 24 16 28'-10 23'-9 20'-2 16'-10 14'-5 12'-7 11'-2 10'-1 9'-2 8'-5 7'-7 6'-11 6'-5 5'-10 5'-4 4'-11 4'-7 4'-4 24 17 24 20 24 16 31'-9 26'-2 22'-3 18'-6 15'-10 13'-10 12'-4 11'-1 10'-1 9'-3 8'-4 7'-8 7'-0 6'-5 5'-11 5'-5 5'-1 4'-9 24 15 24 18 24 16 34'-3 28'-2 24'-0 20'-0 17'-1 15'-0 13'-4 12'-0 10'-10 10'-0 9'-0 8'-3 7'-7 6'-11 6'-4 5'-11 5'-6 5'-1 24 15 24 17 16 16 36'-3 29'-10 25'-4 21'-2 18'-1 15'-10 14'-1 12'-8 11'-6 10'-7 9'-7 8'-9 8'-0 7'-4 6'-9 6'-3 5'-10 5'-5 22 13 24 16 16 8 n/a 32'-3 27'-5 22'-10 19'-7 17'-1 15'-2 13'-8 12'-5 11'-5 10'-4 9'-5 8'-8 7'-11 7'-3 6'-9 6'-3 5'-10 21 13 24 15 16 8 n/a 33'-10 28'-9 24'-0 20'-6 18'-0 16'-0 14'-4 13'-1 12'-0 10'-10 9'-11 9'-1 8'-4 7'-8 7'-1 6'-7 6'-2 19 12 24 14 16 8 n/a n/a 31'-4 26'-1 22'-5 19'-7 17'-5 15'-8 14'-3 13'-0 11'-10 10'-9 9'-11 9'-1 8'-4 7'-8 7'-2 6'-8 16 10 24 12 16 8 n/a n/a 36'-0 30'-0 25'-8 22'-6 20'-0 18'-0 16'-4 15'-0 13'-7 12'-4 11'-5 10'-5 9'-7 8'-10 8'-3 7'-8 16 10 24 11 8 8 n/a n/a n/a 31'-9 27'-2 23'-9 21'-2 19'-0 17'-3 15'-10 14'-4 13'-1 12'-1 11'-0 10'-1 9'-4 8'-9 8'-2 14 8 24 10 8 8 n/a n/a n/a 35'-9 30'-8 26'-10 23'-10 21'-5 19'-6 17'-10 16'-2 14'-9 13'-7 12'-5 11'-5 10'-7 9'-10 9'-2 12 7 20 9 8 8 n/a n/a n/a n/a n/a 30'-11 27'-5 24'-8 22'-5 20'-7 18'-8 17'-0 15'-8 14'-4 13'-2 12'-2 11'-4 10'-7 11 7 20 8 8 8 n/a n/a n/a n/a n/a 31'-10 28'-3 25'-6 23'-2 21'-3 19'-2 17'-7 16'-2 14'-9 13'-7 12'-7 11'-8 10'-11 10 6 17 7 8 n/a n/a n/a n/a n/a n/a n/a 32'-0 28'-9 26'-2 24'-0 21'-8 19'-10 18'-3 16'-8 15'-4 14'-2 13'-2 12'-4 9 n/a 16 6 8 n/a n/a n/a n/a n/a n/a n/a n/a 32'-0 29'-1 26'-8 24'-1 22'-0 20'-3 18'-6 17'-0 15'-9 14'-8 13'-9 8 n/a 13 6 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 30'-11 28'-0 25'-7 23'-6 21'-6 19'-9 18'-3 17'-0 15'-11 n/a n/a 12 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 32'-4 29'-7 27'-3 24'-10 22'-10 21'-2 19'-8 18'-5 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf Titen HD Wedge- All 1/4"1/4"3/8" 3/8"3/8"3/8"FASTENER DIAMETER 1.75"1.75" 2.5" 2.5"2.75"2.68"EMBEDMENT LENGTH 1-1/8"7/8"1-1/2"1"1-1/8"1-1/8"WASHER DIAMETER 2-1/2"2-1/2" 3"3"4" 4"EDGE DISTANCE 508# 319# 859# 371# 480# 340#FASTENER LOAD CAPACITY ITW Tapcon ITW LDT Filled CMU DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) 2500 psi concrete Filled CMU FASTENER SPACING (inches) 2500 psi concrete ITW Tapcon Simpson Strong-Tie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Ä2TQHGUUKQPCN'PIKPGGTUUGCNRTQXKFGFQPN[HQTXGTKHKECVKQPQHYKPFNQCFEQPUVTWEVKQPFGVCKNU ÄÄ 5KORUQP6KVGP*&FKCOGVGTOKPKOWONQPIYKVJYCUJGTVJCVEQPHQTOUVQ#05+$V[RG$ +694COUGV4GFJGCF.CTIG&KCOGVGT6CREQPFKCOGVGTOKPKOWONQPIYKVJYCUJGTVJCVEQPHQTOUVQ#05+$V[RG$ +694COUGV4GFJGCF6CREQPFKCOGVGTOKPKOWONQPIYKVJYCUJGTVJCVEQPHQTOUVQ#05+$V[RG$ 5GGEJCTVHQTOKPKOWOYCUJGTFKCOGVGTWasher diameters in chart are based on use of Spruce Pine Fir. Washers may be 10% smaller when Southern Pine is used. 9JGPCRRN[KPIDCEMLCODUQXGTFT[YCNNQTQVJGTPQPUVTWEVWTCNYCNNEQXGTKPIWUGNQPIGTHCUVGPGTUVQKPUWTGOKPKOWOGODGFOGPVTGSWKTGF ,QJP'5ECVGU2' 2560 King Arthur, Ste 124-54 Lewisville, TX 75056 (NQTKFC2' 6:2'(Ä /CZKOWOURCEKPIUJQYPKPEJCTV .GUUGTURCEKPIOC[DGWUGFVQCXQKFKPVGTHGTGPEGYKVJFQQTJCTFYCTG CPFQTHCUVGPKPIU[UVGODWVPQVNGUUVJCP .QCFRGTLCODZFQQTYKFVJZOCZRQUKVKXGRTGUUWTGZFQQTJGKIJV 5GGEJCTVHQTOKPKOWOGFIGFKUVCPEGTGSWKTGFLowest anchor to be greater than the minimum edge distance up from the floor and less than 10-inches from the floor. #PEJQT+696CREQPQT6CREQP.&6QT5KORUQP5VTQPIÄ6KG 5WRRQTVKPIUVTWEVWTCNGNGOGPVUUJCNNDGFGUKIPGFD[CTGIKUVGTGF RTQHGUUKQPCNGPIKPGGTHQTYKPFNQCFUKPCFFKVKQPVQQVJGTNQCFU This drawing does not address the jamb/wall design, but only door attachment. Jamb/wall construction is shown only for illustration purposes. The building designer is responsible for ensuring that the jamb/wall is sufficient to carry the door live and static loads. This drawing does not address the URTKPIRCFEQPPGEVKQPU4GIKUVGTGF RTQHGUUKQPCNGPIKPGGTOC[CRRTQXGFCPCNVGTPCVKXGFGUKIP %/7DNQEMYCNNUUJCNNEQORN[YKVJ#56/% /CPWHCEVWTGTUKPUVCNNCVKQPKPUVTWEVKQPUOWUVDGHQNNQYGF 7UGOKPKOWORUKITQWVQTEQPETGVGYJGPHKNNKPI%/7 %/7HCUVGPGTURCEKPIFKUVCPEGOC[XCT[ Ä%*+&TCYKPI$,#Ä 5KORUQP9GFIGÄ#NNFKCOGVGTOKPKOWONQPIYKVJYCUJGTVJCVEQPHQTOUVQ#05+$V[RG$ N G C U V C U J K I J C U F Q Q T Q R G P K P I * K I J G U V C P E J Q T K P U V C N N G F C V # P E J Q T U V Q D G G X G P N [ U R C E G F D G V Y G G P V J G J G C F G T C P F V J G H N Q Q T Z U V T W E V W T C N I T C F G N W O D G T / C [ D G E Q W P V G T D Q T G F W R V Q F G G R C V G C E J C P E J Q T N Q E C V K Q P V Q R T Q X K F G C H N W U J O Q W P V K P I U W T H C E G ( K T U V C P E J Q T V Q U V C T V C V P Q O Q T G V J C P J C N H V J G H C U V G P G T U R C E K P I F K U V C P E G C P F P Q N G U U V J C P V J G O K P K O W O G F I G F K U V C P E G J G C F G T M G G R G C E J C T G C E N G C T Q H C P [ D C E M L C O D C V V C E J O G P V H C U V G P G T U # 6 6 # % * / ' 0 6 1 ( Z 9 1 1 & , # / $ # 6 6 # % * / ' 0 6 1 ( Z 9 1 1 & , # / $ 1 0 5 * ' # 6 * + 0 ) Z Ä . # ) 5 % 4 ' 9 5 5 * ' # 6 * + 0 ) / + 0 / + 0 Z . # ) 5 % 4 ' 9 5 5 * ' # 6 * + 0 ) / + 0 / + 0 $ C E M , C O D # V V C E J O G P V & G V C K N . C I 5 E T G Y P Q P G & 8 1 ' * ' 4 # & 4 1 1 5 Ä Ä 4 G X Ä % * + & T C Y K P I $ , # Ä , Q J P ' 5 E C V G U 2 ' - K P I # T V J W T 5 V G Ä . G Y K U X K N N G 6 : ( N Q T K F C 2 ' 6 : 2 ' ( Ä 2 T Q H G U U K Q P C N ' P I K P G G T U U G C N R T Q X K F G F Q P N [ H Q T X G T K H K E C V K Q P Q H Y K P F N Q C F E Q P U V T W E V K Q P F G V C K N U 2TGÄFTKNNFKCOGVGTRKNQVJQNGUHQTNCIUETG Y K P U G T V K Q P Ä O K P K O W O N C I U E T G Y G F I G F K U V C P E G T G S W K T G F 9CUJGTÄOKPKOWOQWVUKFGFKCOGVGTO W U V E Q P H Q T O V Q # 0 5 + $ V [ R G # .CIUETGYFKCOGVGTZOKPKOWONQPI O W U V E Q P H Q T O V Q # 0 5 + # 5 / ' $ 5RTWEGÄ2KPGÄ(KT 52(URGEKHKEITCXKV[ N Q C F R G T C P E J Q T R Q W P F U 5QWVJGTP2KPG 52URGEKHKEITCXKV[NQC F R G T C P E J Q T R Q W P F U 9JGPCRRN[KPIDCEMLCODUQXGTFT[YCNNQT Q V J G T P Q P U V T W E V W T C N Y C N N E Q X G T K P I WUGNQPIGTNCIUUETGYUVQKPUWTGÄOK P K O W O G O D G F O G P V T G S W K T G F 7UG52XCNWGUQPN[KHDQVJUVTWEVWTGCPFLCOD C T G 5 Q W V J G T P 2 K P G 7UG52(XCNWGUYJGP5RTWEGÄ2KPGÄ(KTKURTGUG P V K P U V T W E V W T G Q T L C O D O C V G T K C N 6JGUGEJCTVUFQPQVCFFTGUUURTKPIRCFEQPP G E V K Q P U t o t h e b u i l d i n g #NVGTPCVKXGFGUKIPOC[DGCRRTQXGFD[CTG I K U V G T G F R T Q H G U U K Q P C N G P I K P G G T 5WRRQTVKPIUVTWEVWTCNGNGOGPVUUJCNNDGFGUK I P G F D [ C T G I K U V G T G F R T Q H G U U K Q P C N GPIKPGGTHQTYKPFNQCFUKPCFFKVKQPVQQVJG T N Q C F U .GUUGTURCEKPIOC[DGWUGFVQCXQKFKPVGTHG T G P E G Y K V J F Q Q T J C T F Y C T G C P F Q T H C U V G P K P I U [ U V G O /CZKOWOURCEKPIUJQYPKPEJCTV/CZKOWONQCFRGTLCODZ FQQTJGKI J V Z F Q Q T Y K F V J Z O C Z K O W O R Q U K V K X G R T G U U W T G SCREWS SCREWS SCREWS WELDS SCREWS WELDS 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 24 31 36 36 36 36 7'-10 6'-5 5'-6 4'-7 3'-11 3'-5 3'-0 n/a n/a n/a n/a 20 26 36 36 36 369'-57'-96'-75'-64'-84'-13'-8n/an/an/an/a 18 24 36 36 36 36 9'-11 8'-2 6'-11 5'-9 4'-11 4'-4 3'-10 n/a n/a n/a n/a 16 20 30 36 36 36 11'-9 9'-8 8'-3 6'-10 5'-10 5'-1 4'-7 4'-1 n/a n/a n/a 14 18 26 36 36 36 13'-5 11'-1 9'-5 7'-10 6'-8 5'-10 5'-2 4'-8 4'-3 3'-11 n/a 12 16 24 36 36 36 14'-11 12'-3 10'-5 8'-8 7'-5 6'-6 5'-9 5'-2 4'-9 4'-4 3'-11 12 15 22 36 36 36 15'-8 12'-11 11'-0 9'-2 7'-10 6'-10 6'-1 5'-6 5'-0 4'-7 4'-1 9 12 17 36 36 36 20'-5 16'-9 14'-3 11'-11 10'-2 8'-11 7'-11 7'-1 6'-6 5'-11 5'-4 4'-11 4'-6 4'-1 n/a n/a n/a n/a 8 10 16 36 34 36 22'-4 18'-5 15'-8 13'-0 11'-2 9'-9 8'-8 7'-10 7'-1 6'-6 5'-10 5'-4 4'-11 4'-6 4'-2 n/a n/a n/a 7 10 14 36 31 36 24'-6 20'-2 17'-1 14'-3 12'-3 10'-8 9'-6 8'-6 7'-9 7'-1 6'-5 5'-11 5'-5 4'-11 4'-6 4'-2 3'-11 n/a 6 8 12 36 25 36 29'-10 24'-7 20'-1017'-5 14'-11 13'-0 11'-7 10'-5 9'-6 8'-8 7'-10 7'-2 6'-7 6'-0 5'-6 5'-1 4'-9 4'-5 6 7 11 36 24 36 31'-5 25'-10 22'-0 18'-4 15'-8 13'-9 12'-2 11'-0 10'-0 9'-2 8'-3 7'-7 6'-11 6'-4 5'-10 5'-5 5'-0 4'-8 n/a 6 8 36 18 36 40'-10 33'-7 28'-7 23'-10 20'-5 17'-1015'-10 14'-3 13'-0 11'-11 10'-9 9'-10 9'-0 8'-3 7'-7 7'-0 6'-6 6'-1 n/a 5 7 36 16 36 n/a 39'-2 33'-3 27'-9 23'-9 20'-9 18'-6 16'-7 15'-1 13'-10 12'-6 11'-5 10'-6 9'-7 8'-10 8'-2 7'-7 7'-1 n/a n/a 6 36 12 36 n/a n/a 41'-9 34'-10 29'-10 26'-1 23'-2 20'-10 19'-0 17'-5 15'-9 14'-4 13'-3 12'-1 11'-1 10'-3 9'-7 8'-11 n/a n/a 5 32 11 32 n/a n/a n/a 39'-9 34'-0 29'-9 26'-6 23'-10 21'-8 19'-10 18'-0 16'-5 15'-1 13'-9 12'-8 11'-9 10'-1110'-3 n/a n/a n/a 30 10 30 n/a n/a n/a n/a 36'-4 31'-9 28'-3 25'-5 23'-1 21'-2 19'-2 17'-6 16'-1 14'-8 13'-6 12'-6 11'-8 10'-11 n/a n/a n/a 26 9 26 n/a n/a n/a n/a n/a 36'-8 32'-7 29'-4 26'-8 24'-5 22'-1 20'-2 18'-7 17'-0 15'-7 14'-5 13'-5 12'-7 n/a n/a n/a 24 8 24 n/a n/a n/a n/a n/a n/a 35'-4 31'-9 28'-1026'-6 24'-0 21'-1120'-2 18'-5 16'-1115'-8 14'-7 13'-8 n/a n/a n/a 16 5 16 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 32'-10 30'-3 27'-7 25'-5 23'-6 21'-11 20'-6 n/a n/a n/a 14 n/a 14 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 31'-7 29'-0 26'-11 25'-0 23'-5 n/a n/a n/a 12 n/a 12 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 31'-4 29'-2 27'-4 SCREWS SCREWS SCREWS WELDS SCREWS WELDS 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf 110#143# 209# 1272# 444# 1272# DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) LOAD PER FASTENER (pounds) DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) ATTACHMENT SPACING (inches) 16 ga jamb 12 ga jamb 16 ga jamb 12 ga jamb 14 ga jamb 3/16" jamb ATTACHMENT SPACING (inches) 3/16" jamb 12 ga jamb 12 ga jamb 14 ga jamb 3/16" jamb 3/16" jamb 75' /+0+/7/ &+#/'6'4 9#5*'4+( 5%4'9*'#& +5.'556*#0 &+#/'6'4 &81 '*'4 #&4115 5VGGN#VVCEJOGPV&GVCKN PQPG /CZKOWOURCEKPIUJQYPKPEJCTV.GUUGTURCEKPIOC[DGWUGFVQCXQKFKPVGTHGTGPEG YKVJFQQTEQORQPGPVU[UVGO 1RVKQPCN9CUJGT1&OKPKOWOOWUVEQPHQTOVQ#05+$V[RG# 5ETGYFKCZUGNHVCRRKPIUETGYOWUVEQPHQTOVQ#05+#5/'$ .QCFRGTLCODZFQQTYKFVJZOCZRQUKVKXGRTGUUWTGZFQQTJGKIJV (KNNGVYGNFUVQJCXGCUVTCKIJVQTEQPXGZHCEGUWTHCEG 9GNFURGTHQTOGFD[C%GTVKHKGF9GNFGTQTKPURGEVGFD[C %GTVKHKGF9GNFKPI+PURGEVQTVQXGTKH[KPVGITKV[QHYGNFU 9GNFUVQDGGXGPN[URCEGFDGVYGGPJGCFGTCPFHNQQT 6CEMYGNFVQGQHCPINGCVUCOGURCEKPIVQRTGXGPVTQVCVKQPQHVTCEMCPING 7UGCNNPGEGUUCT[RTGECWVKQPUYJGPYGNFKPIICNXCPK\GFUVGGN .QCFRGTLCODZFQQTYKFVJZOCZRQUKVKXGRTGUUWTGZFQQTJGKIJV %TCEMUCPFDNGOKUJGUUJCNNDGITQWPFVQCUOQQVJ EQPVQWTCPFEJGEMGFVQGPUWTGUQWPFPGUU ZNQPIHKNNGVYGNF '::'NGEVTQFGU/KP 9GNFVQDGNQECVGFXGTVKECNN[QP CPINGCVURCEKPIURGEKHKGFKPEJCTV CPFVCEMYGNFVQGQHCPINGQT VTCEMDTCEMGVCVUCOGURCEKPI 5GNHVCRRKPIUETGYU YKVJUVGGNZHKNNGVYGNFU #NNQYCDNGNQCFRGTUETGYICWIGNDUICWIGNDUCPFICWIGNDU UVGGN,CODUCNNQYCDNGNQCFRGTUETGYNDU ICWIGQTUVGGN,CODUCNNQYCDNGNQCFRGTYGNFNDU #FFJQNGUVQEQPVKPWQWUCPINGCUTGSWKTGFVQUCVKUH[HCUVGPGTURCEKPIKPVJGUGEJCTVU 6JGUGEJCTVUFQPQVCFFTGUUURTKPIRCFEQPPGEVKQPUto the building #NVGTPCVKXGFGUKIPOC[DGCRRTQXGFD[C NKEGPUGFRTQHGUUKQPCNGPIKPGGT 5WRRQTVKPIUVTWEVWTCNGNGOGPVUUJCNNDG FGUKIPGFD[CNKEGPUGFRTQHGUUKQPCNGPIKPGGT HQTYKPFNQCFUKPCFFKVKQPVQQVJGTNQCFU This drawing does not address the jamb/wall design, but only door attachment. Jamb/wall construction is shown only for illustration purposes. The building designer is responsible for ensuring that the jamb/wall is sufficient to carry the door live and static loads. 6JGUGEJCTVUFQPQVCFFTGUUURTKPIRCFEQPPGEVKQPUto the building Lowest fastener to be within 10-inches of the floor /KPKOWOQHYGNFURGTLCODTGSWKTGF Lowest weld to be within 10-inches of the floor ,QJP'5ECVGU2' 2560 King Arthur, Ste 124-54 Lewisville, TX 75056 (NQTKFC2' 6:2'(Ä 9CUJGTPQVTGSWKTGFKHHCUVGPGTJGCFJCUOKPKOWOQWVUKFGFKCOGVGT VTCEM DTCEMGVQT EQPVKPWQWU CPING TGXGTUG CPING 2TQHGUUKQPCN'PIKPGGTUUGCNRTQXKFGFQPN[HQTXGTKHKECVKQPQHYKPFNQCFEQPUVTWEVKQPFGVCKNU VTCEMDTCEMGVQT EQPVKPWQWUCPING TGXGTUGCPING ÄÄ 4GXÄ%*+&TCYKPI$,#Ä Simpson Titen HD Simpson Wedge- All 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf n/a 24 24'-3 20'-0 17'-0 14'-2 12'-1 10'-7 9'-5 8'-6 7'-8 7'-1 6'-4 5'-10 5'-4 4'-11 4'-6 4'-2 n/a n/a 24 16 34'-3 28'-2 24'-0 20'-0 17'-1 15'-0 13'-4 12'-0 10'-10 10'-0 9'-0 8'-3 7'-7 6'-11 6'-4 5'-11 5'-6 5'-1 16 16 36'-5 30'-0 25'-6 21'-3 18'-2 15'-11 14'-2 12'-9 11'-7 10'-7 9'-7 8'-9 8'-1 7'-4 6'-9 6'-3 5'-10 5'-5 16 8 n/a n/a 36'-0 30'-0 25'-8 22'-6 20'-0 18'-0 16'-4 15'-0 13'-7 12'-4 11'-5 10'-5 9'-7 8'-10 8'-3 7'-8 8 8 n/a n/a n/a n/a n/a 31'-10 28'-4 25'-6 23'-2 21'-3 19'-2 17'-7 16'-2 14'-9 13'-7 12'-7 11'-8 10'-11 8 n/a n/a n/a n/a n/a n/a n/a n/a n/a 32'-8 30'-0 27'-2 24'-9 22'-10 20'-10 19'-2 17'-9 16'-6 15'-5 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf 3/8"3/8"FASTENER DIAMETER 2.75"2.68"EMBEDMENT LENGTH 4" 4"EDGE DISTANCE 480# 340#FASTENER LOAD CAPACITY DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) Filled CMU FASTENER SPACING (inches) Simpson Titen HD Simpson Wedge- All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ing Arthur, Ste 124-54 Lewisville, TX 75056 (NQTKFC2' 6:2'(Ä #NVGTPCVKXGFGUKIPOC[DGCRRTQXGFD[C TGIKUVGTGFRTQHGUUKQPCNGPIKPGGT 5WRRQTVKPIUVTWEVWTCNGNGOGPVUUJCNNDGFGUKIPGFD[CTGIKUVGTGF RTQHGUUKQPCNGPIKPGGTHQTYKPFNQCFUKPCFFKVKQPVQQVJGTNQCFU 6JGUGEJCTVUFQPQVCFFTGUUURTKPIRCFEQPPGEVKQPUto building This drawing does not address the wall design, but only door attachment. Wall construction is shown only for illustration purposes. The building designer is responsible for ensuring that the wall is sufficient to carry the door live and static loads. .GUUGTURCEKPIOC[DGWUGFVQCXQKFKPVGTHGTGPEGYKVJFQQTJCTFYCTGCPFQTHCUVGPKPIU[UVGODWVPQVNGUUVJCP ÄÄ %/7DNQEMYCNNUUJCNNEQORN[YKVJ#56/%7UGOKPKOWORUKITQWVQTEQPETGVGYJGPHKNNKPI%/7 (CUVGPGTURCEKPIFKUVCPEGOC[XCT[ Ä 2TQHGUUKQPCN'PIKPGGTUUGCNRTQXKFGFQPN[HQTXGTKHKECVKQPQHYKPFNQCFEQPUVTWEVKQPFGVCKNU 5KORUQP9GFIGÄ#NNFKCOGVGTZNQPI OKPKOWO 4GXÄ%*+&TCYKPI$,#Ä Simpson Strong- Tie 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf 24 36 24 24'-3 20'-0 17'-0 14'-2 12'-1 10'-7 9'-5 8'-6 7'-8 7'-1 6'-4 5'-10 5'-4 4'-11 4'-6 4'-2 n/a n/a 24 36 22 26'-5 21'-9 18'-6 15'-5 13'-2 11'-7 10'-3 9'-3 8'-5 7'-8 6'-11 6'-4 5'-10 5'-4 4'-11 4'-6 4'-3 3'-11 24 36 20 29'-1 24'-0 20'-4 17'-0 14'-6 12'-9 11'-4 10'-2 9'-3 8'-6 7'-8 7'-0 6'-5 5'-10 5'-5 5'-0 4'-8 4'-4 24 36 18 32'-4 26'-8 22'-8 18'-10 16'-2 14'-2 12'-7 11'-4 10'-3 9'-5 8'-6 7'-9 7'-2 6'-6 6'-0 5'-7 5'-2 4'-10 24 36 16 36'-3 29'-10 25'-4 21'-2 18'-1 15'-10 14'-1 12'-8 11'-6 10'-7 9'-7 8'-9 8'-0 7'-4 6'-9 6'-3 5'-10 5'-5 22 34 15 n/a 31'-8 26'-11 22'-5 19'-3 16'-10 14'-11 13'-5 12'-3 11'-2 10'-2 9'-3 8'-6 7'-9 7'-2 6'-7 6'-2 5'-9 21 32 14 n/a 33'-8 28'-7 23'-10 20'-5 17'-10 15'-11 14'-3 13'-0 11'-11 10'-9 9'-10 9'-1 8'-3 7'-7 7'-0 6'-7 6'-1 19 30 13 n/a 35'-11 30'-6 25'-5 21'-9 19'-1 16'-11 15'-3 13'-10 12'-8 11'-6 10'-6 9'-8 8'-10 8'-1 7'-6 7'-0 6'-6 17 26 11 n/a n/a 35'-3 29'-4 25'-2 22'-0 19'-7 17'-7 16'-0 14'-8 13'-3 12'-1 11'-2 10'-2 9'-4 8'-8 8'-1 7'-6 15 24 10 n/a n/a n/a 31'-9 27'-3 23'-10 21'-2 19'-1 17'-4 15'-11 14'-4 13'-2 12'-1 11'-0 10'-2 9'-5 8'-9 8'-2 13 20 8 n/a n/a n/a n/a 32'-8 28'-7 25'-5 22'-11 20'-10 19'-1 17'-3 15'-9 14'-6 13'-3 12'-2 11'-3 10'-6 9'-10 10 16 n/a n/a n/a n/a n/a n/a n/a 31'-9 28'-7 26'-0 23'-10 21'-7 19'-9 18'-2 16'-7 15'-3 14'-1 13'-2 12'-3 9 14 n/a n/a n/a n/a n/a n/a n/a n/a 32'-8 29'-9 27'-3 24'-8 22'-6 20'-9 18'-11 17'-5 16'-2 15'-0 14'-0 8 12 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 31'-9 28'-9 26'-3 24'-2 22'-1 20'-3 18'-9 17'-6 16'-4 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf 1/4" 3/8" 3/8"FASTENER DIAMETER 1.75" 2.5" 2.68"EMBEDMENT LENGTH 2.5"3"4"EDGE DISTANCE 508# 764# 340#FASTENER LOAD CAPACITY Simpson Strong- Tie DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) ITW Tapcon FASTENER SPACING2500 psi concrete ITW Tapcon DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) 1/4" 3/8" 3/8" Wedge- All &81 '*'4 #&4115 #VVCEJOGPV&GVCKN PQPG %QPETGVG9CNN 2TQHGUUKQPCN'PIKPGGTUUGCNRTQXKFGFQPN[HQTXGTKHKECVKQPQHYKPFNQCFEQPUVTWEVKQPFGVCKNU /CPWHCEVWTGTUKPUVCNNCVKQPKPUVTWEVKQPUOWUVDGHQNNQYGF %QPETGVGYCNNUUJCNNDGOKPKOWORUKEQPETGVGCPFUJCNNDGQHUWHHKEKGPVUVTGPIVJVQTGUKUVNQCFU .GUUGTURCEKPIOC[DGWUGFVQCXQKFKPVGTHGTGPEGYKVJFQQTJCTFYCTGCPFQTHCUVGPKPIU[UVGODWVPQVNGUUVJCP ,QJP'5ECVGU2' 2560 King Arthur, Ste 124-54 Lewisville, Tx 75056 (NQTKFC2' 6:2'(Ä QHVTCEMDTCEMGVUURGEKHKGFQPVJGFQQTFTCYKPI 5KORUQP9GFIGÄ#NNFKCOGVGTZNQPI OKPKOWO +694COUGV4GFJGCF.CTIG&KCOGVGT6CREQPFKCOGVGTÄNQPI OKPKOWO +694COUGV4GFJGCF6CREQPFKCOGVGTNQPI OKPKOWO 5GGEJCTVHQTOKPKOWOGFIGFKUVCPEGTGSWKTGF 5WRRQTVKPIUVTWEVWTCNGNGOGPVUUJCNNDGFGUKIPGFD[CTGIKUVGTGF RTQHGUUKQPCNGPIKPGGTHQTYKPFNQCFUKPCFFKVKQPVQQVJGTNQCFU This drawing does not address the wall design, but only door attachment. Wall construction is shown only for illustration purposes. The building designer is responsible for ensuring that the wall is sufficient to carry the door live and static loads. This drawing does not address the URTKPIRCFEQPPGEVKQPU4GIKUVGTGF RTQHGUUKQPCNGPIKPGGTOC[CRRTQXGFCPCNVGTPCVKXGFGUKIP #FFVTCEMDTCEMGVUCUTGSWKTGFVQUCVKUH[HCUVGPGTURCEKPIKPVJGUGEJCTVU/CZKOWOURCEKPIUJQYPKPEJCTV #PEJQT+696CREQPQT6CREQP.&6QT5KORUQP5VTQPIÄ6KG9GFIGÄ#NN ÄÄ .QCFRGTLCODZFQQTYKFVJZOCZRQUKVKXGRTGUUWTGZFQQTJGKIJV 7UGCHCUVGPGTHQTGXGT[VTCEMDTCEMGVWPNGUUVJGSWCPVKV[QHHCUVGPGTUFGVGTOKPGFHTQOVJKUEJCTVKUOQTGVJCPVJGSWCPVKV[ 4GXÄ%*+&TCYKPI$,#Ä 6 4 # % - $ 4 # % - ' 6 / 1 7 0 6 + 0 ) 5 7 4 ( # % ' / 7 5 6 $ ' ( 7 . . ; 5 7 2 2 1 4 6 ' & $ ; 9 # . . 5 6 7 & 5 : Ä . # ) 5 % 4 ' 9 5 & 4 ; 9 # . . 5 * ' # 6 * + 0 ) / + 0 6 T C E M $ T C E M G V # V V C E J O G P V & G V C K N 5 R T W E G 2 K P G ( K T 5 2 ( , C O D U P Q P G & 8 1 ' * ' 4 # & 4 1 1 5 , Q J P ' 5 E C V G U 2 ' - K P I # T V J W T 5 V G Ä . G Y K U X K N N G 6 : ( N Q T K F C 2 ' 6 : 2 ' ( Ä Ä Ä 4 G X Ä % * + & T C Y K P I $ , # Ä OKPKOWONCIUETGYGFIGFKUVCPEGTGSW K T G F .CIUETGYFKCOGVGTZÄOKPKOW O N Q P I OWUVEQPHQTOVQ#05+#5/'$#NVGTPCVKXGFGUKIPOC[DGCRRTQXGFD[CNK E G P U G F R T Q H G U U K Q P C N G P I K P G G T 5WRRQTVKPIUVTWEVWTCNGNGOGPVUUJCNNDGFGUK I P G F D [ C N K E G P U G F R T Q H G U U K Q P C N G P I K P G G T HQTYKPFNQCFUKPCFFKVKQPVQQVJGTNQCFU/CZKOWONQCFRGTLCODZ FQQTJGKI J V Z F Q Q T Y K F V J Z O C Z K O W O R Q U K V K X G R T G U U W T G ÄOKPKOWONCIUETGYGODGFOGPVKPVQ U V T W E V W T C N Y Q Q F .CIUETGYUOWUVDGUGCVGFKPHWNNJGKIJVHTC O G O G O D G T U 6JGUWKVCDKNKV[QHVJGUVTWEVWTCNDWKNFKPIEQ O R Q P G P V U O W U V D G X G T K H K G F D [ V J G G P I K P G G T Q H TGEQTFHQTVJGDWKNFKPI2NCEGCUOCP[VTCEMDTCEMGVUCUPGEGUUCT[C V C P Q P Ä E G P V G T 1 % U R C E K P I P Q I T G C V G T V J C P VJGFKUVCPEGUJQYPQPEJCTVHQTCRRTQRTKCV G R T G U U W T G C P F Y K F V J E Q O D K P C V K Q P (KGNFFTKNNKPIQHDTCEMGVCVVCEJOGPVJQNGUKP V Q V J G V T C E M Y K N N D G T G S W K T G F 4GHGTVQFQQTFTCYKPIKPUVCNNCVKQPKPUVTWEVKQ P U H Q T H N Q Q T V Q H K T U V D T C E M G V U R C E K P I (QTFQQTLCODU5RTWEG2KPG(KT 52(URGE K H K E I T C X K V [ Q T D G V V G T OCZNQCFRGTCPEJQTQHRQWPF U 2 T Q H G U U K Q P C N ' P I K P G G T U U G C N R T Q X K F G F Q P N [ H Q T X G T K H K E C V K Q P Q H Y K P F N Q C F E Q P U V T W E V K Q P F G V C K N U