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1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( , UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT MAX. 8 DO NOT DO THIS PROPER INSTALLATION ` ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 ix4 #5 REBAR (TYP,) 3!4' PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 x4 P.T. 3/16"� X 3" LONG FURRING FURRING !16 FURRING TAPCONS #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12' O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. NTO TAPCON @ 16" O.C. 4" 2X8 STAGGERED @ 16 (TYP,) BLOCK@ SPACING „ 1x8 P.T. FROM EACH END w/ MIN. 1X8 O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1I2�� DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL `SrTD. so° HOOK (TYP.) STD. 90^ ` . t�;� 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTHCELLSHOOK (TYP.) FACE NAILS 1Od @ TRUSS VERT. WEB TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL U TE: P SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TTOM OF BAND TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"Lila ` I[N APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3116" x 3-1/2" O.C. & 4" FROM EACH TAPCON 16" O.C. & FURRIN °� END w/ MIN. 2"EDGE DIST. 4" FROM EACH END +2„NOTC @FIRST COURSE MPSON HGAM1OKTA @ 12" O.C. w/ 2x8 P.T. ATTACH SECOND PLY w/2x (4) 1l4x11/2"SDS SCREWS P.T. A z REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` TO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1 /41' DETAIL NOTCH WEB AT THE +5� FIRST 2 COURSES ` L TEN INTO K.O. BLOCK 00 , BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRA SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE: N.T.S. SS 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 FILL 1st COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 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 INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION = 7/16" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" coNrncT ENGINEER of RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL SCRIBE(NOTCH)POLY-CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. • ° e' •% ,. BACKSIDE TO FIT ARCH (4) 10d 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. n' . INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ° INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO T-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 4Y2" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-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. ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , x O� TO TRUSS FRyq TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. N tE yOTiy 1 r_On 5111 -0 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + + 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 x31/4 TAPCON (1 1/4 MIN. B-B ROOF SHEATHING ATTACHED � + REQUIRED >.6 , •� �- „ EMBEDMENT INTO K.) �1/4 MAX 2-0 8' PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT °, : • e: #5 BAR �D > •� .:> BLOCK HEADER 1t SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + jo P ° e 4 CENTERED W/ 1 X 4 FURRING BLKG. &BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) 2X4 SYP r • s s H > • • e ' • •''� IN TOP o KNOCKOUT / N 8d NAILS EACH TRUSS _ .' . .� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 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/ CONNECTOR b, ' • 21 — d MONO FOOTING ' .> P p —-- (3) e' SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL SCHED. 7: AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT 4 TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL e ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o 90' HOOK N #5 BAR IN V 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. T-0") ' ' . _ .- j .� .� INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" ►; '�'�'� �r '�'� ° �'� ' ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTfON @ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING 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 3/4"x5" 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 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 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 9 ga. PANEL PER ANCHOR)(1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED wl SIMPSON a z 00 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6 -0' EPDXY MIN. 6"EMBEDMENT & 2 FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3" MIN. EDGE DISTANCE w LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP , U- 0 v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , , o p w a A REINFORCING AS FOLLOWS: * SEALANT — o = I I 1=1TF=T� TIT; a U LL o- 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. c = - 1_TI� III— g — P. T —III �III f-g U ' , #5x6 EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. LAC .. — — D — — TfT I z — * .••,::- ;'., :� 6 MIN LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL D - — g EXISTING FOOTING (2) #5x6 IN CONC. SMOOTH. DO NO FURROW. u ° I I I cn N FILLED CELL DRILL 3/4"x5" 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. 6MIN. LAP ' p °' ` O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE ° c.t Q \ \ REMAIN FREE OF MORTAR. NOTE: Cl) z_ \ ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. � • o ' TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT e ° a 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. Of 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. 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 MAYBE 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. COO,'• 4v s�A�1f°/111 i►I lEl��t1'�� 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. W Q OD 0 E N r1cop 8 V U N 3k (D CI # LL � � W QQj — n Ca LL M W rn C103a) _j JLLLL <L O. W 1ZC�,s �� Wz0 L��o 0 0 0 ��pjO' o Qa W Z co 0 U) N z of 0)N co U WOU Q J I z N fqM� w z N M z _ Cz -1 � 0 — LL ' Tl LL, � V 0 N w o �Ln U W J f— — E o..,..,. U o y • N O) I� o m M o W z ry 0-E zo WO z }H ZN ❑n (4 <O o2 O Q aoXZ UO p U z N ru ¢o o ¢o wz rr 2 �o _� m2 0 Zz '<w z v � J �, m � �� Mm � oa wLL nz go a �w LU,s Lj ao �z =3 CDw� � >° a .8 � z°a o3 0 cM = a; rn c� L .> > r LL I— C m co d- r0 o O) A N J T' r 2 � L0 LOT— N o z = O E N z = n -j a ca o JOB NO: 20-4941 SCALE : AS NOTED SHEET NO. SS r- -