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0} <br />3 <br />Q <br />-cr <br />rn <br />L0 <br />Q <br />N <br />0 <br />cfl <br />0 <br />0 <br />0 <br />J <br />O <br />I <br />a <br />rn <br />L0 <br />L <br />O <br />C/) <br />C) <br />O <br />O <br />O <br />0 <br />J <br />rn <br />0 <br />I <br />O <br />C <br />O <br />Q <br />C <br />a <br />cV <br />CVO <br />Ca <br />E <br />CID <br />C <br />CID <br />U <br />v <br />v <br />U <br />i <br />0 <br />0 <br />U <br />t7 <br />N <br />0 <br />00 <br />0 <br />a <br />0 <br />N <br />0 <br />0 <br />00 <br />45 <br />0 <br />m <br />0 <br />0 <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL <br />® UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER TO PRODUCT <br />TO PRODUCT P.T. TO PRODUCT <br />MAX 8" <br />PROPER INSTALLATION DO NOT DO THIS <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. <br />- <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. 1 X 4 <br />APPROVAL FOR CONN.� ' ; : <br />1x4 P.T. 1x4 <br />FURRING <br />#5 REBAR (TYP,) <br />® <br />3/4"PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d �° 4 <br />' 3/16" 0 X 3" LONG <br />% FURRING FURRING (2) ROWS 3/16 x 3-1/2 <br />#5 REBAR <br />AND NAILED W/ 8d COMMON @ <br />= <br />O.C., 2 ROWS STAGGERED <br />3-1/4" LONG X 3/16"� i; ; TAPCONS " <br />(TYP,) <br />6" O.C. EDGES AND 12" O.C. FIELD <br />,-'TAPCON @ 16" O.C. & 4" 2X8 <br />TAPBLOCK@ INTO STAGGERED @ 16" <br />F; <br />1x8 P.T. FROM EACH END w/MIN. 1X8 <br />BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />1 DETAIL <br />' <br />0rD. <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE MASONRY THROUGH <br />1-1 /211 DETAIL 1x8 w/ (2) Rows 8d NALS �� <br />3 DETAIL <br />90° HOOK (TYP.) <br />STD. 90^ All <br />= • <br />Qa TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />BOTH CELLS HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER <br />TO PRODUCT <br />METAL SEAT PLATE <br />DOOR JAMB REFER <br />O.C. & 4" FROM ( 1/2" DRYWALL <br />-; ; <br />NOTE: <br />EACH END W/ MIN. TO PRODUCT APPROVAL FOR CONN. 1x4 <br />' <br />LAP SHEATHING TO <br />DOOR JAMB (REFER <br />2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16' <br />BOTTOM OF BAND <br />TO PRODUCT <br />;-; x 3-1/2" TAPCON @ 16" 1x4 <br />JOIST TYPICAL <br />APPROVAL FOR CONN. ;'' <br />' "(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH <br />TAPCON @ 16" O.C. & �FURRING <br />2" EDGE DIST. <br />END w/ MIN. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />„ <br />+2 NOTG @FIRST COURSE <br />' - <br />- <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />w/ (4) 1/4x1 112" SDS SCREWS <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />INTO BAND JOIST & (4) 1/4"x2 314" <br />TITEN INTO K.O. <br />2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL <br />NOTCH WEB AT THE ® ® <br />+5A FIRST 2 COURSES <br />BLOCK <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />FILLED CELL <br />FOUNDATIONPER PLAN <br />FILLED CELL INSTALLATION H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />SCALE: N.T.S. <br />SS <br />INFO SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK so SECTION <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. A -A <br />= 1610 #FOR 2 STRAPS <br />•: FILL 1st4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />SOLID W/GROUT <br />n 8" <br />1 PLY PRE-ENGINEERED TRUSS <br />SEE ARCH PLAN AND <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS <br />PRE-ENG TRUSS DESIGN <br />BLOCK HEADER ARCH BLKG. & BUCK <br />yN SIMPSON HM9KTw/(4) 1/4'x1 1/2„ SDS <br />SEE NOTE 1 BELOW <br />., <br />1/2" DRYWALL * <br />SCREWS & (5) 1/4" x 2 1/4"TITEN (IF TRUSS <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d <br />8d NAILS AT 8" O.C. AT BUCK <br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) <br />2x SUB FASCIA <br />2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE <br />q <br />' <br />ALUM DRIP EDGE <br />BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION <br />7/16" OSB TO BE INSTALLED <br />CUT HOLE IN O.S.B. FOR <br />BOND BEAM OR CAST IN PLACE BEAM <br />BRG WALL TYPE --- ALUM FASCIA <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />BUILT UP PLWD. BUCK ARCH PANEL <br />POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. <br />PER PLAN I 1-3/4" TRIM PAINTED <br />FURTHER INSTRUCTIONS. ' a' <br />SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS <br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END <br />RETROFIT TRUSS DETAIL <br />SS NAIL w/ 5/16" HEAD <br />F CHANNEL, <br />DIA. @ 24" O.C. <br />...• . <br />OVERHAN �' .� . <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />FASTENED PER <br />N.T.S. <br />NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT <br />INSTALL WDW. SCREW ANCHOR\\\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />ARCH FACES W (4) 10d NAILS THRU OSB INTO2 x8 PROVIDE WITHIN <br />CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCH BLKG. PER 4' MIN. OF BRACE <br />BRACE <br />BLOCKING w/2-12d NAILS (**) CHORD EVERY OTHER TRUSS <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />w/ 3-12d NAILS, TYP. (**) <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />START OF ARC <br />IF TRUSSES USED Yz" WOOD <br />) W/3 () #6 X 4 <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />1, G.C.! BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING <br />4' MAX. RAD. <br />ARCH DETAIL J <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />LISTED IN THE DESIGN CRITERIA ON SHEET SN. <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL <br />11- Orr 51- Orr <br />SCALE: N.T.S. <br />SS <br />12 <br />I PRODUCT APPROVAL) F CHANNEL FASTENED TO: <br />JACK TRUSS PROVIDED BY SEE � <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />- CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT <br />- WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND <br />PATTERN <br />INISH FLO <br />� <br />2 <br />WITH <br />x 8 BUCK - CONNECT TO BLOCK <br />BUCKSECTION <br />x 3 1/4" TAPCON (1 1/4" MIN. <br />ROOF SHEATHING ATTACHED / <br />- SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE <br />° _ . . <br />> <br />B-BSE <br />EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE ALL <br />' ° <br />1/4" MAX <br />STRUCTURAL SOFFIT <br />°' #5 BAR <br />1'�° • CENTERED W/ <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5) 12d NAILS SIMPSON <br />FO <br />.' ° . <br />p' 9 H <br />0� IN TOP <br />1 X 4 FURRING <br />BLKG. & BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS <br />> ° b <br />• KNOCKOUT / N <br />8d NAILS <br />REV. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER <br />o �I�. • <br />i <br />THE SOFFIT FL PA INSTALLATION CRITERIA <br />_ <br />; ° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ 2 10d <br />_ <br />NAILS AT EA. END <br />PROVIDE 2x <br />REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS. <br />MONO FOOTING ' • <br />p° <br />PROVIDE 2 x 8 DIAG. BRACE B <br />PROVIDE (2) MIN. <br />TAPCON AT EA. SIDE <br />CONT. W/ (3) i <br />SIZE AND REINF. PER PLAN _- - e' <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />12d NAILS <br />JACK TRUSS PROVIDED BY <br />AND SECTION DETAILS <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />CLEAN FILL .> ° ° <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />DIRT z <br />TO BE INSTALLED <br />4'-0" MAX SEE PLAN <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />2XOVF <br />UP PLWD. BUCK - <br />*DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />A.ASTANDARDBUILT N <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />+ + G�FNOT (2) 10d NAILS @ 8" O.C. <br />N <br />90` HOOK <br />r <br />#5 BAR IN _ <br />TO FIT ARCH CONNECT W/ <br />NOTE: IF TRUSSES USED) W/ (2) #6 X 4Yz' WOOD <br />+ TO TRUSS TOP CHORD <br />FILLED CELL -' - <br />• �� • �� ' <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />SHED ROOF ENDS TO BE SCREWS @ 16 O.C. MAX. OR IF MASONRY <br />+ <br />+ + <br />• <br />; <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL <br />4 MAX. RAD. <br />GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" <br />+ + PLYWOOD SHEATHING <br />°% <br />INSTALL WDW, SCREW --,-----, <br />CREW <br />THRU OSB INTO 2 x 8 <br />SHALL NOT BE FRAMED AS O.C. <br />+ <br />w� � w� s r� s• w� s r� s• <br />ANCHOR INTO ARCH BLKG. <br />HIP. <br />+ <br />STEMWALL FOOTING <br />SIZE AND <br />PER INSTALLATION DETAILS <br />B B <br />ARCH DETAIL K <br />DESIGNED ONLY FOR THE SECTION @ ENTRY L <br />BLOCKING AS <br />REINF. PERLAN AND <br />STEMWALL <br />SCALE: N.T.S. SS <br />INSTALLATION OF SHINGLE SCALE: 3/4" = 1'-0" <br />TRUSS + + REQUIRED TO <br />MONO TO STEMWALL FOOTING SECTION DETAILS <br />AND METAL ROOF FINISH SS <br />+ SUPPORT SOFFIT <br />2X4 SYP . ®s <br />SCALE: 3/4" = V-0" <br />EACH TRUSS <br />GLASS BLOCK INSTALLATION NOTES <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />CONNECTOR '�®' <br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />SEE LINTEL <br />EXTENDS TO SILL. <br />EXISTING BOND BEAM. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />SCHED. <br />D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />ENTER S0 IT <br />J <br />DRILL 3/4"x5"MIN. HOLE SET BAR IN <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />EPDXY CAP TO PREVENT LEAKAGE <br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP <br />PRECAST LINTEL <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL <br />N N <br />SEE ELEVATION <br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR <br />FOR OVER HANG <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />W.W.M. AT PERIMETER <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(MAX. 4'4") <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) <br />#5 CONT. TOP &MID OCCURS <br />SECTION @ ROOF EXTENSION M <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />WITH MIN. 3" COVER 6'-0" <br />_ <br />SCALE: 3/4" - 1'-0" <br />SS <br />� <br />� <br />(EVERY OTHER <br />< <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP <br />L.L. <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />o v <br />A <br />SEE SHEET D2 AND <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ;;:. <br />o ° ;' <br />SIMPSON HTT4 w/ (18)10d x 1 <br />w <br />REINFORCING AS FOLLOWS: <br />SEALANT <br />_ <br />T=1I1=1I I-1T_I=III- <br />FLOOR PLAN FOR <br />1/2" NAILS TO STUDS & (1) - MORE INFO <br />u- � <br />1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. - <br />— — — — — ( <br />g —I 1—I I I-TI I <br />5/8" DIA. ALL THREAD ROD <br />F- � <br />#5x6 EMBEDDED INTO <br />* PRESS PANEL REINFORCING INTO PLACE. ' MIN. LAP SPLICE W/ <br />::. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />, — - <br />, III=T- <br />—III—I I1= <br />EPDXIED w/ SIMPSON "SET" <br />EPDXY MIN. 6" EMBEDMENT & <br />- <br />EXISTING F <br />G DOTING (2) #5x6' IN CONC. <br />REINFORCING PANEL <br />T�= <br />N <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />, ° _I <br />1=1 I=� 11 <br />3"MIN. EDGE DISTANCE . \ <br />DRILL 3/4' x5 MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING- DO NOT <br />GRADE o �� I I- <br />. I t <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6' MIN . LAP <br />p ° <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />° <br />p <br />REMAIN FREE OF MORTAR. NOTE: <br />`' z <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. <br />f u <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />° ° <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL <br />\ ' (2) #5 REBAR. (1-STORY) <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />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 <br />16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) <br />A SECTION <br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY <br />EXISTING FOOTING <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />I <br />1 SCALE: N.T.S. <br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />SECTION AT DEEP MONO FOUNDATION <br />\ \' <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />RETROFIT <br />FILLED CELL DETAIL <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. <br />REV. 07.28.21 SCALE: 3/4" = 1'-0" <br />RETROFIT FOR MISSING <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />MSTAM STRAP <br />SCALE: N.T.S. <br />INSTALLATION OF GLASS BLOCK. <br />SCALE: 3/4" = V-0" <br />N <br />CD <br />3 W <br />L <br />N �a <br />N <br />4 <br />Q � X_ <br />d <br />ai ¢ <br />eo <br />v N <br />i •y = O <br />R <br />� o <br />42 <br />VVA <br />J <br />1 R <br />- r <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. 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