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2x8 P.T. BUCK -CONNECT TO BLOCP W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X4 FURRING BLOCK HEADER 1/2" DRYWALL 2 x 8 45' DIAGONAL BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER ix4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 x4 P.T. 3/16" 0 X 3" LONG FURRING 3-1/4" LONG X 3/16"ID FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" 1x8 P.T. BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x4 P.T. & 1x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER DOOR JAMB (REFER EACH END W/ MIN EDGE DIST. TO PRODUCT APPROVAL FOR CONN. TO PRODUCT APPROVAL FOR CO,*2" (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. &4" FROM EACH END w/2x8 P.T. .T. AS REQ'D MIN. 2" EDGE DIST. 2x DETAIL 2 1/4" DETAIL DOOR JAMB (REFER 1x4 UZ Ur%T VVNLL TO PRODUCT APPROVAL FOR CONN. 1X4 FURRING (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN. 1X8 2" EDGE DIST, ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH FURRING END w/ MIN. 2" EDGE DIST.Wx" ATTACH SECOND PLY w/ (2) ROWS 10dx3" 2x8 STAGGERED @ 12" O.C. 1-1 /d" IlI=TA I I BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX 2'4" _ * SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 1 8d NAILS AT 8" O.C. AT BUCK (4) 10d NAILS INTO , 2 x 8 BRACE/ BLKG. 7/16" OSB ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL ri SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO ) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK-(1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90' HOOK (1 a +5A �LL NOTCH WEB AT FIRST 2 COURSI -' '-- ,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP 12 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. 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 TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL 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 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 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 • PRESS PANEL REINFORCING INTO PLACE. 6„ MIN. LAP SPLICE W/ • COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL " ' '' •:.'' REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 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 MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" F.F. p' p D =1I1I�IMI1; p 115111=1 I I- 17 GRADE D. ,III1,7111II- N ° Cl) p. z_ TSIN �p (2) #5 REBAR. MIN. 3" 16" MIN. OF COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN R YP.) fHE S I IAIAr'%/�Cr)TADI C IAIQTAI 1 TInAI FILLED CELL INSTALLATION H SCALE: N.T.S. Ste+ L,; t-• SEE ARCH PLAN AND PRE-ENG 1RUS,S DESIGN .__ SEE N(- I E 1 8ELUIN N SUE : :. ALUM E L m1 i I ERG'NALL TYPE — �--*- - .-:. � +� ALUM • - PER PLAN F CHA.NNEL. -4 — r F-ASTENED PER I L�lA r NOTE 2 BELOW 1- -1''� - I CONT VENTED OF, F' CONT a'x4 NAILED TC ---� 2x BLOCKING NAILED TO TOF` R IN KIN49 wv ,,7-1 d NAII.ti Ix") ("HOOD E` FRY OrHEP f RLIS W 3-I2d NAILS, TYP (`") 1 . G.0 r BUILIDER TO ..>ER.IFY!PR0'dDE S0f_FIT MATERIAL SPAN C"APACIT-- IDN I•4E DESIGN DRESS°-IRI~S SPECIFIELI FOR C�- MPONE<NTS AND e._ I'. - LISTED IN THE DESIGN CRITERIA CN SHEET SN 2 F(,)R SOFFIT ATTACHMENT AT'AAL L (PER ALPHA A:LLJM_ INC. FL# 1654.= PRODUCT APPRCp`V L) F CHANNEL FASTENED TO: CNILPov! T N*IAIL .OS'-' ".CIA. ,) 24' 0,-_, _. wt °i1" 1'"aIIN. EMBEDMENT W0~30m 131 I6 Gk 34"xVA" C^PCr,.NN STAPLES @ 24" MAX, O_G IN PATTERN SUB FA.SCAA w. IF'�iA '1!4 k',.4 C1;Rt ANN STAPLF FAsCH C3I 00vF STR JCTURAL SOFFIT S F01 ,SAL 3`4a -1.,0, I'`*) FOR ALUMINUM SOFFITS WIT ' RE'4.', /342i 2021 I 4", INSTALL MIDSPAN BLC7C> 'i i--. THE 'SOFFIT FI PA INSTALLATION I F - 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" ' DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. X (2)10d NAILS @ 8" O.C. O�ER/ygN TO TRUSS TOP CHORD [F + + NCTH PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + + SOFFIT + 2X4 SYP La5a+ EACH TRUSS CONNECTOR SEE LINTEL SCHED. 7 ENTER SO IT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED -----(MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = 1'-0" SS SIMPSON HTT4 w/ (18) 10d x 1 cCC cuCCr n0 Horn 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALF- 3/4 z 0 U- 0 LU U U- U 2"x BOT- PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL V. SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID W/GROUT d a d FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. "d d OVERHAN �.s �d 'd RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 6-011 NISH F ..� >,o e ° #5 BAR � 4 � I p' 10" ° o ° . .. CENTERED W/ 7 '� Z o 90' H IN TOP - 0 KNOCKOUT / CAI _ VilD . CHAIR BLOCK MONOFOOTING_ D SIZE AND REINF. PER PLAN I — .o AND SECTION DETAILS -IL CLEAN FILL o e. psslst 1n� DIRT view r( wtol Re \aled and appth STANDARD s Rm comp 2p20 FgC 1 0 90` HOOK Plan C�aAg with theKlahc V,000 #5 BAR IN for comphy Be (a pane FILLED CELL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 211) #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL 141t�f•1�1rI11\ram T\I� �4 SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. 7. co 0 \- rn ,�i ' p ef �^ "'Cad°' LO O 00 r _ O v o Lu Q _W �O U 0 CO c v N v M U C: E o u o �g 9 8 .Ns 0 0 w6 �* QN i cO Ecli 70 m 0°.� C/ w ❑ L W O wHQ z2_j w¢ zw Z J p� � LL p LL J- Q w U Q Q X O u)O � ZLLLL_Z H¢ aww�oZoR0000ZZ � 000 U- Z w�IL Lu zYOZZLL. IL a0wO H WO Lu U Q OQ 0 0 �Qe LL Q LL s� O O Z w O co O Q M � U) ti i— w M ed O U d cion Z H WZ� J 00 o O O 4 :4 1 �- O I N O 1 N O O O-05 ' 00 ai T_ O O N O N I O N O N O CV O N O CV N O L6 O 9r co `� O O0 I 1 0 1 O C) 0 CD in Nu, i N: M Ln CO I- Cr co Z Z O o W0F ow) w - O V��a ~o �wg Z il wf—Q �— Q =m=Z N/��// (�O�w Z w } f z m w Z Z LL w N �_32Z O D z Q Z z O ■ ZU F_ a OU o co Z Z z J w M 04 O LAST PLOT DATE O May. 9, 23 Z O STRUCTURAL — J DETAILS—RETRO FIT