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1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. MAX 8„ PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REPAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16" 0 FURRING 3/16"� X 3" LONG FURRING (2) ROWS 3/16 x 3-1/2' TAPCONS FURRING #5 REBAR ♦ � AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTOTAPCON @ 16 O.C. & 4 STAGGERED @ 16"1x8 2X8 (TYP,) ` ' BLOCK@ SPACING „ 1 DETAIL P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1� 1 x8 w/ 2 ROWS 8d NALS -� �2 DETAIL () 3 �� DETAIL STD. 90^ ♦ D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.)**411 FACE NAILS 10d @ TRUSS VERT. WEB { 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 DRYWALL NOTE: DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT L1/2" LAP SHEATHING TO BOTTOM OF BAND TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" � ♦ JOIST TYPICAL APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH — —j TAPCON 16" O.C. & �° END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRINGSIMPSON ' +2, NorC FIRST COURSE HGAM10KTA 12" O.C. @ w/ (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8L NOTCH I ♦ INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL +5� FIRST 2 COUAT RSES E ' ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATIONL PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. 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 A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. = 1610 # FOR 2 STRAPS ' FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 2 _p 1 X 4 FURRING ,r SOLID BLKG. AT TOP BTWN. 8 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. &BUCK 1/4" x 31/4" TAPCONS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4"TITEN (IF TRUSS ':' IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 2 x 8 45' DIAGONAL (4)10d NAILS LEAVE A CUT OUT IN O.S.B. ON THE + BRACE(S) 2 x 8 BRACE/. 7BKG INSIDE TO ALLOW FOR INSULATION +< 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM • FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR �' " SCRIBE (NOTCH) POLY IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. BACKSIDE TO FIT ARCH (4)NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN :�� .; •:.�.•• ;,: • .' ' CONNECT W/ 8d NAILS BRACE/ BLKG, :....:.: N.T.S. j4 ~ 2 x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB INSTALL WDW. SCREW ANCHOR ( ) PROVIDE TAPCON WITHIN f • INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF 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 IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. (2) 10d4' ARCH DETAIL MAX. RAID. i USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ x0�F TO TRUSS RygN TO TRUSS TOP CHORD 1- 11 5�- ar1 SCALE: MIN. 4" EMBEDMENT AT 16" O.C. + N.T.S. SS 12 + + PLYWOOD SHEATHING 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 ) 1/4„ MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + o ° ° #5 BAR 2,_01' 8„ + SOFFIT p . o P ° 2 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p 10„ a a ° CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP , e o ° °� 9 H IN TOP o Sd NAILS EACH TRUSS _ o KNOCKOUT / N 8d NAILS @ 8" O.C. AT BUCK CHAIR BLOCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) < CONNECTOR °y MONO FOOTING D VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK - (1) WITHIN 4° 12d NAILS JACK TRUSS PROVIDED BY SEE LINTEL SCHED. SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 _ o S 2 x 8 VERT. BRACE() INSIDE TO ALLOW FOR INSULATION ARCH % CLEAN FILL o ° _ D #2 SYP @ 24" O.C. ENTER SO IT DIRT � z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° - ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP 42 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN 90° HOOK N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4'/2" WOOD FOR OVER HANG FILLED CELL- 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") -� ` 4 ' -°- �- INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" , v v v- o o o- THRU OSB INTO 2 x 8 O.C. �. - �. a �. Ilk ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ENTRY L SECTION @ ROOF EXTENSIONrM STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S, MONO TO STEMWALL FOOTING SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" = 1'-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 34'4" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE 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 TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS ANCHOR 9 ga. PANEL PER ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" > z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w! SIMPSON a \ 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-01, F F EPDXY MIN. 6" EMBEDMENT & ` FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3„ MIN. EDGE DISTANCE LAP REINFORCING NOT LESS THAN 61NCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP ''- v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. - SEALANT ' D —�—III= I =I I `I I � D ; _� _ ff�IIIT.,.f(-I,�.1T Cn t¢i a 1 ' _ I� — — I— g _ � , #5x6 EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE.��. COVER PANEL REINF RCIN W TH PP LF F 0 G I U ER HA 0 MORTAR BED AND TROWEL 6 MIN. LAP PLICE W/IIIIII-S D- —1--.11 EXISTING FOOTING2 #5x6 IN CONC. REINFORCING PANELr SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT L� U)c"'1t FILLED CELL DRILL 3/4"x5" MIN. HOLE ITI- GRADE D, D —I t r— T 1 SE BAR N E P OXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP¢ p . A• ; G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE ° c.l R REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS NOTE: SEE GLASS BLOCK INSTALLATION NOTES. T g D TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a 4" SAW CUT SURPLUS MORTAR OM FACES OF GLASS BLOCKS WIPE DRY. GLASS BLOCK DETAIL \ D (2) #5 REBAR. MIN, 3" TOOL JOINS SMOOTH AND CONCAVE, BEEMOVE FORE 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 16" MIN. COVER EA, WAY A SECTION 1) 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. I 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" = T-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. n LfLl lllf `tttt@ttlltlliEFf� S' i `• \� 0 < ! j �ffff(II�I4ttttt'�t 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. w O O N {� G (0J m(0 - N N C Y 1 , N •u, J 47 N LL OD W (ii :3LL0 2 M u' a a , ai LL a. aLu Z �ra� Oro W a o 00 m� ILW LL ca0 .E&0 oa z NQcnz U z d ❑❑❑ W (D M z N O _ 00 z N z v d O M _ z •0 Vi 22 o Q c Rig v W ` E o If _ =� d c- _ a e Of(9 � Q rn 0 r. �m o w CMJ z ¢ o z z J U_ z o o s > o z< 14 Q 8 w= z® oa H ni U 00 0 cz) E N ro d~ a� wo ¢ Y z a wz ro o O Y U m o o< z U,) J �� aW 20 z (1)Z ° z ww W U ¢o m� =3 o w <� c� � a v °< ° N J > Ln ui m f6 �L\J W Ln c O') J N Q O s -a CO Ln I� O NO �--. N = Z _N_r LOB o a) W 2-1 N M CM o z z ECo O r a- 0 Q o JOB NO: 20-1789 SCALE : AS NOTED SHEET NO. SS