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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 P.T. __ TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS MAX 8„ PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR P, ) ' GLUED CO ATTACHED WALL SHEATHING TO PLATE W/ 8d 1 X 4 „ „ 3-1/4 LONG X 3/16 FURRING „ „ 3/16 � X 3 LONG „ „ FURRING 3/16 f?� X 3-1/2 LONG TAPCONS FURRING F2X8 #5 REBAR@ (TYP,) AND NAILED W/ d COMMON 6 O.C. EDGES AND 12 O.C. FIELD 2X BOTTOM @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO � 4D.90° 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH „ 1-1 /2 DETAIL MASONRY THROUGH �� 3 DETAIL HOOK (TYP.) STD. 90^ ` @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 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 „ 1X4 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 EACH END W/MIN DOOR JAMB (REFER 2"EDGE DIST. TO SHT. SDW2-K1 DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 CONN. DETAIL ' ` BOTTOM OF BAND JOIST TYPICAL FOR CONN. DETAILS 4 FOR CONN. DETAILS 10d @ 12" O.C. TE FURRING 2X8 P.T. WITH 3/16"0 X 3" +_2n e NOTC @FIRST COURSE USP HGAM10 @ 12" O.C. W/4-SDS 1/4x1 1/2" SCREWS INTO BAND 2x P.T. AS REQ'D LONG TAPCONS P.T. STAGGERED @ 16" O.C. 2X8 ` EDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL t5^ NOTCH WEB AT THE FIRST 2 COURSES BOIL S INTO K.O. BLOCK L BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSCC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH 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 = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1890 # FOR 2 STRAPS •' FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0"q 8" 1-PLY PRE-ENGINEERED TRUSS SOLID W/GROUT f 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS n n 1 1 P RT16M W/ NA11 NAIL & 6 x2 US 8 S O () BLOCK HEADER ARCH BLKG. & BUCK - a a n TAPCONS „ 1/2 DRYWALL *: (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 12" NAILS AND 8d NAILS AT 8 O.C. AT BUCK LEAVE A CUT OUT IN O.S.B. ON THE 1„ _ (4) a X 1 a WEDGE BOLTS [ (1) STRAP -1225 # , 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) INSIDE TO ALLOW FOR INSULATION - �: (2) STRAPS 2450#]) �. '. 2 x 8 BRACE/ BLKG. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" ° BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 X H 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR " FURTHER INSTRUCTIONS. ' ' ` °� •'•;•' ' •. ' •• ' SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN ` b ... �• °. CONNECT W/ 8d NAILS BRACE/ BLKG. .. N.T.S. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO\_2 ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -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. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Yz' WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY X O (2)10d NAILS @ 8" O.C. �FRygN TO TRUSS TOP CHORD ARCH DETAIL J WALL USE (3)1/4" X 31/2" TAPCONS AT 16" SCALE: N.T.S. SS O.C. 12 + + + cFN�ry PLYWOOD SHEATHING rr rr 11- 0 51- 0 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + + + WISH 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 • ° o.. 14" MAX 2'-0' 8 �� TRUSS + SOFFIT + ° 4 D ? gip• > #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 -12d NAILS () + 10„ " ° 9 4 ° CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP r r, e • . ° ""� IN TOP c 1 X 4 FURRING EACH TRUSS n ; ' KNOCKOUT / N ° ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR '� MONO FOOTING ' x VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN � AND SECTION DETAILS -I JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 - ° CLEAN FILL 2 x 8 VERT. BRACES (} INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT MAX SEE PLAN ° BUILT UP PLWD. BUCK - 4'-0" PRECAST LINTELJ ° . STANDARD o , SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 90' HOOK N TO FIT ARCH CONNECT W! IF TRUSSES USED) W/ (2) #6 X 4'/V WOOD FOR OVER HANG FILLED CELL -' 8d NAILS 2 x4 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. 11 '' N'� `' v'" '' I'� '' ANCHOR INTO ARCH BLKG.STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION @ENTRY L SECTION @ ROOF EXTENSIONrm_�� REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 314" =1'-0" js SECTION DETAILS SCALE: 3!4" =1'-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 "SQUEEZED" W.W.M. AT PERIMETER STUDS & (1) - 5/8"DIN ALL COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION #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. / o EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'_0„ \ 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 g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP �- IL 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 v a A REINFORCING AS FOLLOWS: * ^ SEALANT ""``''"` + " '" '' `±~ •; • v ..' c • — � �—� I I I=� � 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. `` ' ` ' ,'� `'° g . �( �(� I = g v z 5X6' EMBEDDED INTO * V -::.,::. ;.; ,' ;r. r : 6n MIN. LAP SPLICE W/ '.,.:.,:':: ' o 'I _ y EXISTING FOOTING 2-#5X6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. - ' ''''`• _ ;;• = -P 'i' '' :• '' REINFORCING PANEL `'<'': '' ' :::`' .; `.:: F;:' I� I T- °'°"�' Cn N FILLED CELL ° DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING- DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. _ l�''';`;`';;.'.'' `'" „ `;"'...,: 6 MIN. LAP GRADE SET BAR IN EPDXY ;. "•' O °' G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST "_ ` SPLICE > 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. "' z TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° \tea ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #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 16 " MIN. COVER EA. WAY S � V 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. 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" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. Z M o O _ z(D z Q a z v3 �—� w U _ 0 LLJ G h- o M I— U O m o M L V .:spat F••- p a) C n 3 Cl) f`:O M C N v U� °tL00 .Y 0Qo u7 O •d• < 0 0)Qo N C B D C CQ o^"� d .�. y, hl.l N N y LLZ,NE*�0 W o ❑ To the best of the Engineer's knowledge, information, onand 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. O Z ow I� P-4 :' O > U) M O M Q -v Ln a •L v N L_ LL <C Ln Q � U Q� Z J � W oz V) N z a << zoo U Z U72¢ nzz p L4 Z Ilex J Ov Lu m�© ou z0 z z z -0 CY) a cv } rl z U _ U.)uj J Q o "- oz p O V N d Zaz� W�ZQ Q �oW� � 0 � z N azo ��oz J L11 Q LLJ Q Z o W a PF� 0 z N M Ztu V z J p o ,� g _ a z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. SS