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DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER r-1 X4 1/2"DRYWALL F DOOR JAMB (REFER TO SHT. SDW2-K1 h 1X4 1/2" DRYWALL 4 TO SHT. SDW2-K1 P T P.T. TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS k1X th FOR CONN. DETAILS elIX44111/12' X4 X 4 1 3-1/4" LONG X 3116NO X4 FURRING 1 3/16"0 X 3" LONG FURRING TAPCONS 3/16-0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16' 1X8 P.T. TAPCONS STAGGERED STAGGERED @ 16' O.C. 2X8 1x8 BLOCK@ SPACING 1" DETAIL O.C. 2-ROWS INTO 2-ROWS INTO PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH 3" DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2' 'x TA P CO N TAPCON @ 16' OC 4 O.C. & 4" FROM R F- 1X4 P.T.— 3/16"x 3 -1/T DOOR JAMB (REFER 1/2w DRYWALL DOOR JAMB (REFER C EACH END W/ MIN H END V DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR F-1X4 F TO SHT. SDW2-K1 4EA 2. EDGE DIS7 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS---__ FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12"O.C. 1X4 FURRING 2X8 P.T. WITH 3/16005 X 3 r, T Ae ocr 2x P.T. AS REOID L 2X8 P.T. LONG TAPCONS STAGGERED @ 16- O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 1/4w MAX 2'-Ow SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK F - - - - - - - - - - - - - - - 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4"x 3 1/4* TAPCON ( 11/4" MIN. EMBEDMENT INTO BLK.) I X 4 FURRING BLOCK HEADER 1/2"DRYWALL 8d NAILS AT 8"O.C. AT BUC K 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR IA7 POLY -CELL IN THIS AREA SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W1 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR--/T \-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSI3 INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2m THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. SECTION A -A 8w 1/4w x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAJ LS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION -WITH 1/4" x 3 1/4"TAPCON (1 Ile MIN. B-B EMBEDMENT INTO�K.) /4"MAX 2'-0" 8. BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS@ 8-O.C.AT BUCK 2 x 8 VERT. W1 (2) 1 Od NAILS AT EA. END PROVIDE 2x PROVIDE 2 x 8 DIAG. BRACE B TMk--', PROVIDE (2) MIN. CONT. W1 (3) VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 240 BUCK - (1) WITHIN 4- LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSI3 ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS '1--2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4! MAX. RAD. BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL INSTALL WDW, SCRE W THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK 13-13 SCALE: N.T.S. N.T.S. MAX. 8" PROPER INSTALLATION FILL SOLID BOTH CELLS #5 REEL (Typ') STD.w HOOK C k 7 I 7 1 , NOTCH WEB AT FIRST2COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 -PLY PRE-ENGINEERED TRUSS IM H w ( ) 'x / ' SDS SC REWS & (5) 1/4"x 2 1/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2w/ (16)16d SINKERS AND (7) 1/4-X2 1/4' TITEN 2150 #) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W1 (3) #6 X 4Y.- WOOD SCREWS @ 16- O.C. MAX. OR IF MASONRY WALL USE (3) 1/4' X 3 1/2' TAPCONS AT 16' O.C. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x6 #2 SYP @ 24' O.C. ROOF SHEATHING ATTACHED A PER NAILING SCHEDULE TO 2X4 7 GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8' PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE *Sm OR'Nw. STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING wSQUEEZED" OUT. 1/ 4- EXPANSION BOLT (2 I E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL :�,'��PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS NTH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE Wt COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 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. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURERS APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UPTO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 12 SEE PLAN JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24' O.C. SIMPSON H2.5A w/ (10) 8d NAILS 4!-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%' WOOD SCREWS @ 16' O.C. MAX. OR IF MASONRY WALL USE (2) 1/4' X 3 1/7 TAPCONS AT 16' O.C. SECTION @ ENTRY L SCALE: 3/4" V-0" \11's's (1) #5 BARS CONT. TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER 6!-Ou --F.F. H I ::::] z P, GRADE z C14 �'\�(2) #5 REBAR. MIN. 3- 16" MIN. COVER EA. WAY 7r SECTION AT DEEP MONO FOUNDATION SCALE: 3/4"= V-0" L FILLED CELL PER FOUNDATION PLAN A YP.) THE :S ++ + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 4p# 411#1 41t# 4%6 FILLED CELL INSTALLATION 2 X 4 #2 SYP SCAB TO SIDE OF "-**"—TRUSS AS SHOWN FOR O.H. UP TO 2-6" DOUBLE 2x4 SCAB FOR 7-6"TO 4!-Om O.H. (2) 1 Od NAILS @ 8' O.C. TO TRUSS TOP CHORD q 7H PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT + SOFFIT I + + —mi + SEE ELEVATION FOR OVER HANG (MAX. 4'-0') SECTION @ ROOF EXTENSI ON SCALE: 314"= V-0" � �s SIMPSON HTT4 W/ (18) 1 Od x 1 1/2' NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT & 3"MIN. EDGE DISTANCE UNACCEPTABLE INSTALLTION DO NOT DO THIS #5 REBAR (TYP) 90- HOOK (TYP.) SCALE: N.T.S. Q= QWr-PT r-'2 AND FOR RETROFIT FOR MISSING MSTAM STFLAP SCALE: 314"= 1�-O" B @ FIRST COURSE 4%j 3 z 0 �2 2 u- 0 w M 0 H SS 7x BOT. PLATE W1 (2) 10d @ 6- O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6"O.C. EDGES AND IT O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4' O.C., 2 ROWS STAGGERED /---2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB NOTE: LAP SHEATHING TO BOTTOM OF BAND SIMPSON HGAM10KTA @ 12- O.C. w/ (4) 1/4x1 1/2' SDS SCREWS INTO BAND JOIST & (4) 114-4 314' TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL Ist 4 COURSES SOLID WIGROUT FOR OVERHANGS BETWEEN OVER 1 L CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. 4 0) r ,;f RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 314"TO 1 lr? NOTE: FOR OVERHANGS LESS THAN 3/4' - NO REPAIR REO-D. 1 -011 51-0'@ NISH SCALE: N.T.S. I A . 16' BAR . . 1100 CENTERED W1 to IN TOP c? KNOCKOUT/ EN -III-III H CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL J� A. DIRT A. STANDARD 90r HOOK #5 BAR IN FILLED CELL L V L . N I Nk STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4' = 1 �-O" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC, ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 314RX5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 12") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING (2) #5x6' IN CONC. FILLED CELL 04 DRILL 314"X5" MIN. HOLE SET BAR IN EPDXY p J4' SAW CUT rA SECTION EXISTING FOOTING �� ji SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. %%III loll/ Z :C0 cc. C4 i A �,4 0. to 1z , - 6% % u - 100 Z T, :.:i lu, 4. z 02Z x �,- 6 . P 0 Z IS >0 p 0 - III cc w 5 i2 � 8 >u ; Z Z 0;5 j. z 2, - <z ffi 0 9,�2 -Z 2 0 z �w > cc u- oxw 2z wia S-1 z -<z z w 0 6 - F 11 0 > cc:3 < ow V) m r� 00 r i tD r-4 C*4 m �4 'Con Ln op Lfn �w- uj uj mm Z rn a: c� uj e 9 Lu CA cr uj Lu z w Co. 3: x Ln uj z z 0 ni 2 1-1 u Lu 00 j —j x < Z ui < Ui Z C) CD z C*4 0 cu r�, 4.j C:) 1 5 ko > Ln co p rn N (n f0 Ln A IV = Ln LL. z � M 113� u < 00 z E wLu C:) IT -i C) 0 z ui z SCALE AS NOTED DATE 05-07-2018 SHEET NO. ss