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— 1 l 1/2" DRYWALL ix4 1/2" DRYWALL DOOR JAMB (REFEjg'� DOOR JAMB (REFER 1x4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION 8" 00 DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT PROPER INSTALLATION ` DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. TO PRODUCT APPROVAL FOR CAPPROVAL APPROVAL FOR CONN.1 x4 FOR CONN, 5MAX. X 4 ` #5 REBAR (TYP,) 3/4 PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2XO.BOTTOM PLATE W/ 8d @ ix4 P.T. " " LONG X 3/16"m FURRING TAPCONS LONG FURRING FURRING (2) ROWS 3/16" x 3-1/2" #5 REBAR (T,P)TAPCON. AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ROWS STAGGERED43-1/4" INTO STAGGERED @ 16" TAPCON @ 16 O.C. & 4 2Xg BLOCK@ SPACING „ O.C. 2-ROWS INTO x.. 1 DETAIL FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH D. 90 HOOK (TYP.) 2x BAND JOIST Wt FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH „ 1 1I2 DETAIL w/ (2) ROWS 8d NALS 3" DETAIL 1x8STAGGERED STD. TOP & BTTM CHORD, AND 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) (T FACE NAILS 10d @TRUSS VERT. WEB 16" x 3 -1/2" PCON @ 1x4 P.T. DOOR JAMB (REFER TO PRODUCT METAL SEAT PLATE NOTE: C. & 4" FROM DOOR JAMB (REFER O APPROVAL FOR CONN. 1x4 1/2" DRYWALL LAP SHEATHING TO DOOR JAMB (REFERCH END W/ MIN TO PRODUCT EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w! (2) ROWS 3/16" OTT M OF BAND • TO PRODUCT 4N. x 3-1/2" TAPCON @ 16" 1x4 APPROVAL FOR CO(2) ROWS 3/16" x 3-1/2" O.C. & 4"FROM EACH FURRING TAPCON 16" O.C. & " EACH END w/ MIN. 2" EDGE DIST. ± 2" NOTC @FIRST COURSE SIMPSON HGAM10KTA 12" O.C. 4 FROM END w! 2x8 P.T. ATTACH SECOND PLY w/ ' ` W/ 4 1/4x1 1/2"SDS SCREWS ( ) P.T. AS I Er:r MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 I � INTO BAND JOIST & (4)1/4" 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 21/4" DETAIL STAGGERED @ 12" o.c. 3-1 /4" DETAIL ±5" NOTCH WEB AT THE FIRST 2 COURSESFILLED BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRIN.T. SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A_A =1610 # FOR 2 STRAPS SOLID w/cROOUTEs EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1!4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1!2" SDS • 1l2" 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 INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. 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" CONTACT ENGINEER of RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. .:A' .: FURTHER INSTRUCTIONS.OVERHANG" SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL •� CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. e 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN 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 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 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 IF TRUSSES USED) W/ (3) #6 X 4%WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL x (2)10d NAILS @ 8" O.C. OAF 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ TO TRUSS TOP CHORD RygN 1 r-On 51-011 ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. CFNG SCALE: N.T.S. SS 12 + ply PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + BLOCKING AS INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4"MIN. ROOF SHEATHING ATTACHED + + REQUIRED > ` 10. s „ EMBEDMENT INTO K.) B-B PER NAILING SCHEDULE ALL + TO SUPPORT TRUSS °, . • >: #5 BAR /4 MAX 2'-0" 8" SOFFIT + + .• > 10 • p. CENTERED W! g BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i H2.5A w/ (10) 2X4 SYP s p ` ° . ► • . '► IN TOP o BLKG. &BUCK 1 X 4 FURRING 2X6 TO 2X4 8d NAILS EACH TRUSS • _ KNOCKOUT/ iv •� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONNECTOR ' ; ' MONO FOOTING ( ' ; • ,> PROVIDE 2 x 8 DIAG. BRACE B 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 SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL :s •. ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT 6 z TO BE INSTALLED JDIRT 4'-0" MAX SEE PLAN PRECAST LINTEL °fSaTANDARDBUILT UP PLWD, BUCK - %°: : HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN , TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL • ,w ` '• 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") _'� _ � • • - ' , ' , ' BTWN. OSB ARCH FACES Wl 4 10d NAILS EQUAL EQUAL () WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" �, f �• � , � �� , � f � � � �� sk INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ENTRY L SECTION @ ROOF EXTENSIONrm_N� REINF. PERLAN AND STEMWALL _ B B MONO TO STEMWALL FOOTING SCALE: N.T.S. SS i n SCALE: 3/4"-1-0SS n 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 AREAWITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND AM. MASONRY WALL. SEE PLAN FOR C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER DRILL 3 MIN. HOLE SET BAR IN 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 HOOKED DOWEL SEE SHEET D2 AND CAP 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 TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER 112" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DtA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANELA PER ANCHOR ) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g'_0�� EPDXY MIN. 6" EMBEDMENT & Cn SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER \ 3"MIN. EDGE DISTANCE g 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 ° Xp : w A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o o— . -' a Cn REINFORCING AS FOLLOWS: SEALANT r U_ a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ;:' D e — p � — g v #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. :' : '° : 6" MIN. LAP SPLICE W/ _ , ° z g EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL FILLED CELL SMOOTH. DO NO FURROW. ° > :° \ c"'.t x5 DRILL 3/4"" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M ° \ REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. - r H STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS � ° TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT \ . ° b 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16C WAY COVER EA. SECTION WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND Of A 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. 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. <n < 014 fsl��/�rf�,pR 0 F E S 510� ,`"rlrrllfELLtttt��\�\ To the best of the Engineers 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. 9 W a O E m r` 8 N cp pp O (J N i! 0m, Q QjMM W N a 0-�� 0 m"r` 0- i o z Leo �00 N(p m m J 0) Z UmW V) T B o a co N O 0< 0 rn N ('�Z WV (aj�� ❑❑❑ Z J a Q) IN — N Z C3 � � U' o u_ 4--� „. � p V O w g V) c N �N w � Er S � °� U • Q Y N W o w M (h 21 ZZZ Q E w� DLL �s Z® E � t— wj aao XU oa wa OOU Z41 C O � a0 @= �� wz N io w ¢ mf o • V 8 Z >� ZC (n J a ° z sZ 3 $� aZ W 3 Uz TO� ~¢ J O yLL ¢= a =3 �~ �O c0 C zla a ov 3 0 �N = J ^L ` \W cc c O t° Ch O ^ m U to e— co o O) .� CV T I LC)= OZo M N T .— E � N M o ? Z E C a U J Q 0 J JOB NO: 20-6582 SCALE : AS NOTED SHEET NO. SS