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3 -o O] r N N 0 00 00 1 0 m C N N 0 0 to 0 00 I N aci i o, 3 Q N N d E d E 0 v c Qi LZ v 0 �I y i 0 0 U J I:i N N ,c 0 0 CL 0 0 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 TO PRODUCT P.T. TO PRODUCT MAX 8„ PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" o.c. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" _1 FURRING x4 P.T. 3/16" 0 X 3" LONG FURRING „ „ 3-1/4" LONG X 3/16"� FURRING (2) ROWS 3/16 x 3-1/2 REBAR ` ' AND NAILED W/ 8d COMMON @ 6' O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCONS TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16" (T (TYP,) ` ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL PER MANUFACTURE MASONRYTHROUGH �� 1-1/2" DETAIL 1 x8 w/ (2) ROWS 8d NAILS ��T 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 HOOK (TYP.) BOTH CELLS FACE NAILS 1Od @ 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 1/2" DRYWALLNC YL EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4JLJIL LAP SHEATHING TO DOOR JAMB (REFER 2" EDGE DISFT. APPROVAL FOR CONN. 2x8 P.T. wl (2) ROWS 3/16" TO PRODUCT ` BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. x 3-112" TAPCON @ 16" 1x4 (2) ROWS 3/16 x 3-1/2" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ +2„ NOTC F� FIRST COURSE - SIMPSON HGAM1OKTA @ 12 O.C. w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE +5n FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H 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 = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1610 #FOR 2 STRAPS :: �: FILL 1st 4 COURSES SOLID W/GROUT EMBEDMENT INTO BLK.) 1/4" MAX ,2 -0 8 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 :• y SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SIDS 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"x21l4" 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 TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM 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 8 45 DIAGONAL BRACE AT EA. 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 OVERRAN a•:•' • • ` •'. • CONNECT W/ 8d NAILS BRACE/BLKG. •• N.T.S. 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) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF 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 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 i 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , V X 0TO TRUSS FRyq TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. + /V �� NOry 11-011 51-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + IAS ° WITH 1/4"x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED D " /4 MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TRUSS + TO SUPPORT SOFFIT ° a . o p .. #5 BAR o 2-0 8 + r 10 P CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON i + p o ° g °, 9 H IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP . , s EACH TRUSS o D ° , D KNOCKOUT / c.l 8d NAILS @ 8" O.C. AT BUCK / - 1 °� CHAIR BLOCK ° 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. 2x PROVIDE CONT. W/ (3) .� s CONNECTOR = — MONO FOOTING - .A ° D ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE , 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS -) 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 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT p Z TO BE INSTALLED 000, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL To ° STANDARD SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION HOOK N #5 BAR IN71D / TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4Y? WOOD FOR OVER HANG FILLED CELL 8d NAILS START OF ARC 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 'MAX. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") ' INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4RAD. GABLE ONLY, CORNERS WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" - ° o V o vvv o ., .,. ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. im. p. ,.,. PER INSTALLATION DETAILS ARCH DETAIL B-B K HIP. DESIGNED ONLY FOR THE SECTION @ ENTRY L SECTION @ROOF EXTENSIONrM STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SCALE: 3/4" = V-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 DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR INHOOKED 4 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 x 1 SIMPSON2" 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) #5 BARS CONT. 1/8" NAILS L STUDS & O - NAILHTT4 U S & (1) 5/8" DIA. ALL THREAD ROD � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" a Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0" 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 U w LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP 0 2 NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° u P o w A REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. - SEALANT _ —I—I 1- —II— r _ �--�^ LL a 1 ¢ A — PRESS PANEL REINFORCING INTO PLACE. n 6 MIN. LAP SPLICE W/ p' D - I I I z #5x6' EMBEDDED INTO — EXISTING FOOTING (2) #5x6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF E OF MORTAR BED AND TROWEL D REINFORCING PANEL SMOOTH 0 NO FURROW, fI-I ° -r o ° - Un N FILLED CELL „ DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING- DO NOT _ GRADE o ° 11 —��- G `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE C„ 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. f g • o ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° � 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 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. j 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. ® � .a ''•. F Ire To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residenbal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o m 8 (0 F. 0 Lo co, W a.,� N C J LL W 0) M � ,+.� astir, � V LL W a a a ccj aLLU- Y a CIL'ITEn� Z _ m c c o 0 O O C O ~ W m0� W W ot6c 05 a Z N M Z pU x N O 3(n Z OD❑ W Z N in o g z MIMS z o J � N N N M z 0 o � O w o N c cN u) U w I U o N o o JZ w Mz o Z¢ Z E :! E: QO zo QN Z oo f R U a r u Oo a N fD ai a o z w a� -o Y o Z' - U) .o �� Qz .w Z `nn o< Z go N a V � <o a rn w _ < o oLL rk �3 O Q Y W¢ fY � ao � za o- U3 >co L rn W � Q C � O L n1 U U W � mo � r Z r N (0 CD Ln N -r— Lo _ 00 N r E CV Z cc z E O I @ d E U � a 4? Q c JOB NO: 20-8086 SCALE : AS NOTED SHEET NO. SS