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1X4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X 4 ( 1 X 4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 PROPER INSTALLATION MAX. $ DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR TYP, ` (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 X 4 FURRING 3/16" 0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"� TAPCONS (TYP,) TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH „ 1-1 /2 DETAIL MASONRY THROUGH 3" DETAIL D. 90° HOOK (TYP.) STD. 90A ` �f @ TOP & BTTM CHORD, AND (8) 1 x4 P.T. & 1 x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE 1 X4 P.T. NOTE: O.C. & 4' FROM 3/16 x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2' DRYWALL LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB REFER*,�T TO SHT. SDW2-K1 FOR (BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1CONN. DETAILS ` JOIST TYPICAL FOR CONN. DETAILS �/ FOR CONN. DETAILS 10d @ 12 O.C. 1 X 4 FURRING j 2X8 P.T. WITH 3/16"0 X 3" +2 NOTC FIRST COURSE USP HGAM10 @ 12" O.C. w/4 SDS LONG TAPCONS ' 1/4x1 1/2" SCREWS INTO BAND 2x P.T. AS REQ'D .. STAGGERED @ 16" O.C. JOIST & (4) 3/16"x1-3/4" WEDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL f5^ NOTCH WEB AT E FIRST 2 COURSES ' ` BOLTS INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL, INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 1890 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX Z-0" 8" 1-PLY PRE-ENGINEERED TRUSS SOLID W/GROUT f tr 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS 1n USP RT16M W/ (8) NA11 NAILS & (6) $ x 2j" BLOCK HEADER TAPCONS 4 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 11" NAILS AND 8d NAILS AT 8" O.C. AT BUCK (2) WEDGE BOLTS [ (1) STRAP = 1225 X 1TRAP 2 x 8 45A DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION S P (2) SS 2450#]) BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" CUT HOLE IN O.S.B. BUILT UP PLWD. BUCK ARCH PANEL FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' SCRIBE (NOTCH) FACE OF W/ (3)10d NAILS OVERHAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 A A. ENDRCH E RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 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 Z-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 Z-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REM 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY X0 (2)10d NAILS @ 8" O.C. �FRygN ARCH DETAIL J WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + �FNGT N PLYWOOD SHEATHING �- 1 011 5I- 011 JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION BLOCKING AS + ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° 1/4" MAX 2,-0" 8" TRUSS + SOFFIT ° , .� . . . >• ' • . . > . p . a.. #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 -12d NAILS () + ° p 1.0" ° d ° CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP . ® > • . ° °b IN TOP CD 1 X 4 FURRING EACH TRUSS _ a �t .' ' KNOCKOUT / c� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) , CONNECTOR °�• MONO FOOTING •a ° x SIZE AND REINF. PER PLAN °' . VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS - BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL .> A. DIRT ? TO BE INSTALLED BUILT UP PLWD. BUCK - 4-0 PLAN MAX SEE PRECAST LINTEL ° a'. Q ffTANDARD SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL , ,. •. ,. 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") • • �� • ' • - - BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. , %•• • •- •• • � •- •• � • •- , • •- •• Nk ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK SECTION a@ ENTRY L SECTION @a ROOF EXTENSION (� STEMWALL FOOTING SIZE AND B-gMONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" = 1'-0" SS 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. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. 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 A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER 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 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3' THREAD ROD EPDXIED W/ SIMPSON SET EPDXY MIN. �. } Z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER gt0 5" EMBEDMENT & 3"MIN. 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP \ � v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° p THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; oP. LU a A REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT p' e —�—� _ U_ g * PRESS PANEL REINFORCING INTO PLACE. I I r' v Z #5X6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ o n I EXISTING FOOTING 2-#5X6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ( c¢i) in FILLED CELL SMOOTH. DO NO FURROW. ° o ° N DRILL 3/4"X6"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE n - r SET BAR IN EPDXY:, FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP e G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r n \ \ TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° '0 ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ t. #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 C 16"MIN. COVER EA. WAY A SECTION 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 MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" 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. Z M — t z CQ z � z V) (D Q) cr.) 4—' w � o 0 LU V) C e o0 mn C� 8 ■. N M ' M C O o0 0 ao ¢ 0 to L A , dr.anc cc $Wc2 VA �oY w Q LLZ` •' C,I W r�+• �JJ�s/ ijylli ltqtee o 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z O a� �>O M Q '(0 Lr) Q a) Ln LL ca. �- cy- U 0. 00 Q � E Z WJ C:) oZ �o zaa Wa-� c�ZO0Ir Z W w t�ul ZZ LU LU 0 Sw e Lu Z Z u Z -a uq 0 O U Y) C/) Q J Q Lu o'er Zo a�r- 0 t/�i J tD C I- W X 86 .282 N PO W�8 Z Z N $o�� Z Nuj ��g W J L0 = I-¢o Q Z <ao a�Z k Ln Z �vS ca 0 00 � = a z r, r-I 0- (n SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAN D VERSION NO. 10 SHEET NO. ��