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1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 PROPER INSTALLATION MAX. 8' , DO NOT DO THIS , 2"x BOT. PLATE W/ (2)10d @ 6" O.C. TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 FOR CONN. DETAILS ` FOR CONN. DETAILS ATTACHED WALL SHEATHING TO FOR CONN. DETAILS 1 X 4 1 X 4 1 X 4 3/16'0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16" 0 FURRING 3/16"O X 3-1/2" LONG TAPCONS TAPCONS STAGGERED yC8 TAPCON. INTO STAGGERED @ 16" 1X8 P.T. STAGGERED @ 16" O.C. iX8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2-ROWS INTO MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3+� DETAIL 62EDGE "" 16' M 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 T. TO SHT. SDW2-K1 CONN. DETAIL FOR CONN. DETAILSFOR CONN. DETAILS 10d @ 12" O.C. FURRIN2X8 P.T. WITH 3/16"0 X 3"2X8 P T LONG TAPCONS 2X8..Q'D STAGGERED @ 16' .C. 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL #5 REB (TYP,) FILL SOLID BOTH CELLS STD. 90 HOOK NOTCH WEB AT +5A FIRST 2 COURS #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED 2X BOTTOM PLATE W/ 8d @ 4" AR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 41 HOOK 2x BAND JOIST W/ FACE NAIL 10d j STD. 90° (TYP.) @TOP & BTTM CHORD, AND (8) TYp,) FACE NAILS 1Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ' ` ' ± 2n NOTCAN@ FIRST COURSE\—USPHGAM10@ 1 12" O.C. w/4-SDS 1141 1/2" SCREWS INTO BAND JOIST & (4) 3/16"x1-3/4" WEDGE BOLTS INTO K.O. BLOCK THE ES --LED CELL PER BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CCFIL FOUNDATION PLAN SCALE: N.T.S. FILLED CELL INSTALLATIONK"H RETROFIT FOR MISSING EMBEDDED STRAP SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A FILL 1st4 COURSES =1890 # FOR 2 STRAPS EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT A 2'-0* 8" 1-PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. " " /4 x 1/4 TAPC 1�� 1 3 ONS 1 P RT16M W1 8 NA11 NAILS & 6 x 2 BLOCK HEADER ARCH BLKG. &BUCK - US O O a a _ TAPCONS 1/2" DRYWALL (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 1 NAILS x 1 NAILS AND Od a.: •: ': 8d NAILS AT 8" O.C. AT BUCK - _ 1„ _ ACUTOUT- (4) 4 X 1 WEDGE BOLTS [ (1) STRAP 1225 # , 2 x 8 45 DIAGONAL LEAVE A IN O.S.B. ON THE ' ';. BRA (4)10d NAILS INTO (2) STRAPS 2450#]} BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ;;:�....',': ��..;.:`';':;`::. 7/16" OSB TO BE INSTALLED FOR OVERHANGS BETWEEN OVER 1 112" BOND BEAM OR CAST BUILT CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR . U LT UP PLWD. BUCK ARCH PANEL IN PLACE BEAM FURTHER INSTRUCTIONS. SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3)10d NAILS OVERHAN .:b'•' CONNECT W/ 8d NAILS (4) 10d NAILS INTO 2 x 8 AT EA, END RETROFIT TRUSS DETAIL •' BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHO 2 x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK, OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Y? WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY k0 TO TR10dUSS NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. WALL USE (3) 1/4" X 31/2" TAPCONS AT 16" + �FRygH C TO TRUSS TOP CHORD 1-05 -O SCALE: N.T.S. SS O.C. 12 + + FNOT rr ' tr JACK TRUSS PROVIDED BY SEE + + N PLYWOOD SHEATHING TRUSS COMPANY OR PLAN + + INISH FL0 2 x 8 BUCK - CONNECT TO BLOCK SECTION 2x6 #2 SYP @ 24 O.C. + BLOCKING AS • ROOF SHEATHING ATTACHED + REQUIRED > WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B • � � PER NAILING SCHEDULE ALL TO SUPPORT ° EMBEDMENT INTO K.) ° ° #5 BAR /4 MAX 2'_0" 8n TRUSS + SOFFIT � . >• :'> P e BLOCK HEADER + V 9010 ° b ° . .• CENTERED W/ SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP . , . > • . ° 0> IN TOP o EACH TRUSS e : ' KNOCKOUT / iN 8d NAILS @ 8" O.C. AT BUCK _ ; ° CHAIR BLOCK NAILS AT EA. E(10d CONNECTOR ND . . MONO FOOTING PROVIDE 2x �" � � .D a .• � °. PROVIDE 2 x 8 DIAG. BRACE BTWN11PROVIDE (2) MIN. CONT. W/ (3) SIZE AND REINF. PER PLAN ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF SCHED. CLEAN FILL -j %, ° ° 2 x 8 VERT. BRACETRUSS COMPANY OR 2x4 S) INSIDE TO ALLOW FOR INSULATION ARCH TO BE INSTALLED 00, #2 SYP @ 24" O.C. ENTER SO IT DIRT • � BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN ° PRECAST LINTEL °. STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL > 90' HOOK iv TO FIT ARCH CONNECT W/ 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN , IF TRUSSES USED) W/ (2) #6 X 4/2 WOOD FOR OVER HANG FILLED CELL 1..'; 8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARCSCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . . .- % J ., BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6"MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR SET BAR IN EPDXY A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT MORE INFO REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 20 ga. PANEL CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M, AT PERIMETER HTT16 W/ (18) -16d NAILS TO COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL } #5X6' EMBEDDED INTO (1) #5 BARS CONT. THREAD ROD EPDXIED W/ E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR) OCCURS EXISTING BOND BEAM 9 ga. PANEL TOP WITH MIN. 3" SIMPSON "SET" EPDXY MIN. 1 zo IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g�_0�� 5" EMBEDMENT & 3" MIN. 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. (EVERY OTHER EXPANSION STRIP F•F• FILL CELL FULL HEIGHT W/ COURSE) EDGE DISTANCE NON SHRINK GROUT. 0LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° _ O LU J W A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL '. , p'z' 3 51 REINFORCING AS FOLLOWS: a * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT o -I I ICI--lI��II 11=� g n. g ' -I I I—� 1_ v z 5X6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. n o o — — I k — EXISTING FOOTING 2-#5X6 IN CONC. 6 MIN. LAP SPLICE W/ _ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANELT Cl) FILLED CELL SMOOTH. DO NO FURROW. -'` '' n �LI=1 I —h C" DRILL 3/4" X6 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. GRADE 6" MIN. LAP O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE i14 REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r ;4" SAW CUT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° a SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.TOOL RTAR TAKES FINAL SET. (REMOVE GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN, 3" WEDGES I FROM NTS ^LOW R COURSES OF SOLID BLOCOOTH AND CONCAVE, BEFORE OKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 Of A SECTION 16 MIN. COVER EA. WAY i) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP RETROFIT FILLED CELL DETAIL MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. SCALE: 3/4" = 1'-0" K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. (D U) Z M 0 —0 Z N Z Q a I� Z O C!1 CD Q) U �--� w �U — 0 LU 0:. V) E o oM0 mr U W r E U CDM Ccon maco O O N L LL o0 ci L� 0 1,uo 0 � Q ✓T Q O A ' B D. N C B D C 0��,� r, S N oov . >�} `G % m C `' i M a}° (j C LL u Okq \�_, 0 W C� � Lt� a 1 IE] jk To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD ON Z O I� r>-i M O Q u Ln d U L Q Un _ L U Q. ,M-I 00 Q Z WJ C:) J 0, 0 Z a Z- wQ�a o: UZp0 z1W � _ w Z J W � � J ¢Oo-Oin � � V W N mzo F- w o� Z Z T }o Z -a 3 S o � > 1 C: O U ('� U) J f o� <oO-¢ 0 J �% ',' � W UcOM a ii (V ZaoJ Q I� fV LI r�wcK H f 0 $a10 Z N lyzxZ =r"o J r�-i LU W $WV M 2:a Q Z Wt� z k Z W Cy J Q O g Uj = Z aLU n- Ln SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. SS