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1/4" MAX I 2'-0" INSOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1x4 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER "RYWALL 1f DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. x4 1 X 4 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING 3/16"0 X 3" LONGFURRING TAPCONS (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" X8 LL11X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO x.. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALSII 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 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/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 21/4" DETAIL STAGGERED@12"0' 3-1/411 DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCF,LE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL \ 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER JM\\"ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS 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 J 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 DIAGONAL 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 31/4" TAPCON (1 1/4" MIN. 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 $VERT. W/ (2) 10d _ NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF !OS�* BRACE EXCEEDS 24" LEAVE A CUT OUT IN 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FO 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 rK 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. $" FILL SOLID BOTH CELLSly #5 REBj (TYP,) STD. 90, HOOK (1 E119 7/ +5A NOTCH WEB AT FIRST 2 COURSI ;AF'A(:I I Y = iSUb it rUFt 1 5 I htAr =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 #) RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ 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 (5) 12d NAILS 2X6 TO 2X4 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:• - ?' ';:, =�:: SEALANT PLACE LOWER HALF I BED INT. DO NOT FURROW. OF MORTAR N JOINT. °'.�:':::`��':.::,. - * PRESS PANEL REINFORCING INTO PLACE. `;:`:::;::;,: ' - .:....';.' .,; ,':: •-.... 6„ MIN. LAP SPLICE W/ "; "``` * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ::-;< . ;Y: ': =>:' • REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 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. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —J IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS (1) #5 BARS CONT, TOP WITH MIN. 3" COVER CV CM 6-0" G D a ° D° _ RADE DS. °. ° D z a D . 16" MIN. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS F.F. (2) #5 REBAR. MIN. 3" COVER EA, WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN �R YP.) FHE :S I IAIA(V`CDTA12I C IAICTAI I TInK1 SCALE: N.T.S. _Ec ARCH F'LA.N AND & r Ni 1 T H�-'I i')W n L ALr I'h• %% I ' ' LUN 1.3/4!' SS Ni F H"r%k 1 J DIA _., A CNEC PER FJ o, � i F: P,FI LCLINT VENTED 0R f r %' x4 "+AILED Tr 2Y BLOC KING NAILED TO TC F'VIEPY O I HER TRU w+ .', 12d NAILS, TYP. ("*) ERiF'r;PRC VI'sDZ S017179T .MATERIAL SPAN CAPACI I ON IHE DESIGN PKESSURES SPECIFIED FOR COMPONENTS AND Cl LISTED IN THE DESIGN CRITERIA ON SHEET SN. � 2 FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM INC: FL# 1h`, PRODUCT APPROVAL) F CHANNEL FASTENED TO: GMU Wi T NAIL .097` DIA. @ 24" O.C. wi 5'6 MIN. EMBEDMENT - WOOD w,° (3) 16 GA. 3/4"x V4" CROWN STAPLES 0 24" MAX 0 C PATTERN STRUCTURAL SOFFIT LE ? 4 1' 01' 1*"i FOR ALUMINUM SOFFITS WI' -1 r1•�„ 1 } 4",uIN�)IAll.1011)SPANBLOC I I HN I:)I FI I FL PA INS I'ALLATK "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DIET,-', _ 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. OV�Ryq/V TO TRUSS TOP CHORD + + �FNGry --PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. IT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO (MAX. 4'-0") 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 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 MI% MSTAM STRAP SCAI F 3/4 eGG QWC=T n) AKIn x z 0 LL 0 w 0 Q UL 7) Z Q U) 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PI YWOOD DECKING GLUE) ATTACHED WALL SHEATHING TO 6 O.0 HEDGES AND 1AND NILED W/ 8d 0MOMONFIELDO.C.,0TTOM 2 ROWS STAGGERED PLATE W/ 8d @4 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 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 SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" ° CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a' OVERHAN y • ae 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. V-0" 5-0" INISH FLO °. .. �. D . #5 BAR D 10 ° ° CENTERED W/ g D H IN TOP C)015 KNOCKOUT/ CHAIR BLOCK MONO FOOTING _ SIZE AND REINF. PER PLAN — AND SECTION DETAILS -I I CLEAN FILL D ° D DIRT P z 2 STANDARD b 0 90' HOOK N #5 BAR IN FILLED CELL SIN- � nr , p ,. p p nr ♦ p A. , p �. STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT ONTACT 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 qq MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") OCT Z $ 2024 #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. Virtual Review Assist. Inc. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY �J EXISTING FOOTING RETROFIT FILLED CELL DETAIL Plans Review completed and app o d for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 (2) #5x6' IN CONC. FILLED CELL El 4" SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. N '- • �,f; `14 J DC M ' N ib t • Q A C. ! x�t�.. 5 LO 2 0 -i w W 0 z Q �1N` N O r E 0 o 0 _W 6. *= M O m CO /�Mf ✓1 M N V co cc: Z) u _O U U-8 a"�i Q •N C3 xa w QN nn,, 70 i �o Em V a -O W W W~ J O Z d' �Uj ��J� Q Q U 3ofU)LLU00 BOO zW, 2z20o~aQ H ('1 O awx oZ0W00co �Oa�ZYOZZ" pW��nJ U) LL Z w O 9 H W O U D Q OQ o 0 oQZ a a O CNI Z W 0 �. ❑ F- co O Q � M LO 2 LLL ti C'7 00 - ZUf� Z ?, W J� (0 00 i I I I I I O o�40� o 0 0 N 0 N ti �_ M CV) C) 0 0)O 0 N ' z O N FO 0� w O O O U] N M v I I I M' r^ >_ W vJ ¢Z w C) WW O o -6 -+ 0 v 00rn O OW> 0 Z aka W Q Lr)= W=W Ln 0 H2 N �Ocn W W 0- QI.-M ■ ■ Q 0 z0fo C)(„� CLZ`L Z z O 0 o �— m Z Z z w WSS J o 0 LAST PLOT DATE . . Z 0 STRUCTURAL —J DETAILS - RETRO FIT