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12 <br />0 <br />=1 <br />(9 <br />7 <br />5 <br />02 <br />0 <br />0 <br />0 <br />1E <br />C:4- <br />DOOR JAMB (REFER 1X4 112" DRYWALL DOOR JAMB (REFER 1x4 /211 DRYWALL DOOR JAMB (REFER 1x4 F 1/2" DRYWALL <br />UCT TO PRODUCT <br />TO PRODUCT P.T — TO PROD APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />x4 ,C X4 <br />APPROVAL FOR CONN. <br />x4 P.T. 3/16"0 X 3" LONG <br />FURRING <br />FURRING (2) ROWS 3/16"x 3-1/2" <br />3-1/4" LONG X 3/16'10 FURRING TAPCONS <br />TAPCON. INTO STAGGERED @ 16" L TAPCON @ 16" O.C. & 4" 2X8 <br />BLOCK@ SPACING O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 1X8 <br />2" EDGE DIST. ATTACH <br />PER MANUFACTURE 1" DETAIL MASONRYTHROUGH <br />1-1/21' DETAIL 1 x8 w/ (2) ROWS 8d NALS <br />1x4 P.T. & 1x8 P.T. 3" DETAIL <br />STAGGERED @ 12" O.C. <br />-3/16" x 3 -1/2" <br />DOOR JAMB (REFER <br />1x4 P.T. <br />TAPCON @ 16- <br />TO PRODUCT <br />O.C. & 4" FROM DOOR JAMB (REFER <br />APPROVAL FOR CONN. 1x4 1/2" DRYWALL <br />EACH END W/ MIN. TO PRODUCT <br />DOOR JAMB (REFER F <br />APPROVAL FOR CONN. <br />2" EDGE DIST. 2x8 P.T, wl (2) ROWS 3116' <br />TO PRODUCT x 3-1/2" TAPCON @ 16" <br />APPROVAL FOR CONN. 1x4 <br />(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH <br />FURRIN( <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />MIN. 2" EDGE DIST. (2) ROWS 1063" 2x8 <br />2x P.T. AS REQ'D STAGGERED @ 12" <br />2x DETAIL 2 1/4" DETAIL 0' 3-1/411 DETAIL <br />N. 1x' <br />10 UZ U <br />P.T. <br />4N. <br />'14" r2X8 <br />m IY2 <br />112"DI <br />','EDGE D1,S_ N. <br />IST <br />D <br />W/ <br />7 T Az 14 :r <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS cc <br />SCALE: N.T.S. SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4"x 3 1/4" TAPCON ( 11/4" MIN. <br />EMBEDMENT INTO BLK.) <br />1 X 4 FURRING <br />BLOCK HEADER <br />1/2" DRYWALL <br />A 8d NAILS AT 8" O.C. AT BUCK <br />2 x 8 45 DIAGONAL (4) 10d NAILS INTO <br />2 x 8 BRACE/ BLKG. <br />BRACE(S) 7/16" OSB CUT HOLE IN O.S.B. FOR <br />ARCH PANEL <br />BUILT UP PLWD. BUCK <br />A <br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA <br />I , St <br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />2 x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />w <br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 <br />A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />1-1/2" THK. OR MORE BUCK WITHIN 6"MIN. OF START OF ARCH <br />ARCH DETAIL <br />SCALE: N.T.S. <br />INSTALL WDW. SCREW ANCHO" <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />1/4" MAX <br />ir SOLID BLKG. AT TOP BTWN. <br />ARCHBLKG.&BUCK <br />2'-0" <br />SECTION <br />A -A <br />801 <br />1/4" x 3 1/4" TAPCONS <br />—LEAVE A CUT OUT IN O.S.B. ON THE <br />TO BE INSTALLED <br />INSIDE TO ALLOW FOR INSULATION <br />2 x 8 45 DrAGONAL BRACE AT EA. <br />FACE OF ARCH W/ (3) 1 Od NAILS <br />AT EA. END <br />PROVIDE TAPCON WITHIN <br />4" MIN. OF BRACE <br />START OF ARC <br />4'MAX. RAD. <br />2 x 8 BUCK - CONNECT TO BLOCK SECTION <br />(11/4' MIN. <br />WITH 1/4" x 3 1/4" TAPCON B-13 <br />0 <br />/4" MAX EMBEDMENT INTO <br />2-4 <br />Z-01t 81' <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />1 X 4 FURRING <br />BLKG. & BUCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2) 1 Od <br />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE B TW� <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />*ON <br />i. <br />LEAVE A CUT OUT IN O.S.B. ON T <br />2 x 8 VERT. BRACE(S) <br />SU TION <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />�__2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL <br />El <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />ARCH DETAIL rK <br />13-13 <br />SCALE: N.T.S. <br />�s <br />PROVIDE 2x <br />PROVIDE (2) MIN. CONT. W1 (3) <br />TAPCON AT EA. SIDE <br />12d NAILS <br />BUCK - (1) WITHIN 4" <br />MIN. OF START OF <br />ARCH <br />START OF ARC <br />4'MAX. RAD. <br />MAX. 8" <br />PROPER INSTALLATION <br />1 <br />FILL SOLID <br />BOTH CELLS <br />—F <br />#5 REB <br />(TYP,) <br />STD. 90, <br />HOOK (I <br />ML <br />±5 A <br />L <br />NOTCH WEB AT <br />FIRST 2 COURS <br />;AFAL;I I Y = Z5U0;F t-Uh I b I KAV <br />= 1610 # FOR 2 STRAPS <br />1 PLY PRE-ENGINEERED TRUSS <br />SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS <br />SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d <br />SINKERS AND (7) 1/4"x2 1/4' TITEN = 2150 <br />BOND BEAM OR CAST IN PLACE BEAM <br />RETROFIT TRUSS DETAIL <br />N.T.S. <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />IF TRUSSES USED) W/ (3) #6 X 4Y." WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ <br />MIN. 4" EMBEDMENT AT 16"O.C. <br />12 <br />JACK TRUSS PROVIDED BY <br />SEE <br />TRUSS COMPANY OR PLANI <br />2x6 #2 SYP @ 24" O.C. <br />'N <br />0 <br />'4 <br />PL' <br />0. C <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />(5) 12d NAILS <br />2X6 TO 2X4 <br />G ACHED <br />UL <br />H E DIE <br />JACK TRUSS PROVIDED BY <br />TRUSS COMPANY OR 2X4 <br />#2 SYP @ 24"O.C. <br />NOTE: <br />SHED ROOF ENDS TO BE <br />GABLE ONLY, CORNERS <br />SHALL NOT BE FRAMED AS <br />HIP. <br />DESIGNED ONLY FOR THE <br />INSTALLATION OF SHINGLE <br />AND METAL ROOF FINISH <br />I <br />GLASS BLOCK INSTALLATION NOTES <br />A) <br />COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR, <br />B) <br />ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />EXTENDS TO SILL. <br />C) <br />SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />D) <br />SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8' PLUS OR MINUS <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />TYPE "S" OR "N't. STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE <br />EXPANSION STRIP <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />20 ge. PANEL <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />ANCHOR <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1/4" EXPANSION BOLT (2 <br />E) <br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL <br />PER ANCHOR) <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) <br />EXPANSION STRIP <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />... <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />...- <br />REINFORCING AS FOLLOWS: <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />SMOOTH. DO NO FURROW. <br />F) <br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />G) <br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />NOTE: <br />REMAIN FREE OF MORTAR. <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />H) <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <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.) <br />GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />1) <br />AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />J) <br />APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />K) <br />A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />INSTALLATION OF GLASS BLOCK. <br />SIMPSON <br />H2.5A W/ (10) <br />8d NAILS <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />IF TRUSSES USED) W/ (2) #6 X 41/V WOOD <br />SCREWS @ 16' O.C. MAX. OR IF MASONRY <br />WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" <br />O.C. <br />KT <br />SECTION @ ENTRY <br />-7C-ALE:3/4"=1'-0" <br />�s <br />#5 CONT. TOP & M I D <br />" <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />W.W.M. AT PERIMETER <br />OCCURS <br />WHERE THIS CONDITION <br />WITH MIN. 3 <br />COVER 6-0" <br />--"u :::4 <br />�j <br />. A., 4. . -*— - <br />\rko 1% <br />GRADE <br />I> <br />z <br />N <br />e <br />(2) #5 REBAR. (1 -STORY) <br />16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) <br />WITH MIN. 3" COVER EA. WAY <br />f20" MIN. (2-STORY) 00, <br />.44 <br />SECTION AT DEEP MONO FOUNDATION <br />REV. 07.28.21 <br />SCALE: 3/4" = V-0" <br />FILLED CELL PER <br />FOUNDATION PLAN <br />4b* UNACCEPTABLE INSTALLTION <br />41% DO NOT DO THIS <br />R <br />4% <br />YP.) <br />.. 1/ <br />1 t <br />THE <br />S <br />## <br />0 <br />#0 <br />#5 REBAR (TYP) <br />400 <br />40# <br />90- HOOK (TYP.) <br />FILLED CELL INSTALLATION <br />SCALE: N.T.S. <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />A -�l <br />2x SUB FASCIA <br />ALUM DRIP EDGE <br />LUM FASCIA <br />BRGWALL TYPE <br />G WALL TYPEZ <br />PER PLAN <br />1-3/4"TRIM PAINTED <br />L SS NAIL w/ 5/16" HEAD <br />F CHANNEL, <br />DIA. @ 24" O.C, <br />FASTENED PER <br />NOTE 2 BELOW 01 L CONT VENTED OR SOLID SOFFIT <br />CONT 2x4 NAILED T 2x BLOCKING NAILED TO TOP <br />BLOCKING W/ 2-12d NAILS CHORD EVERY OTHER TRUSS <br />W/ 3-12d NAILS, TYP. <br />D­_j <br />1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASE <br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING <br />LISTED IN THE DESIGN CRITERIA ON SHEET SN. <br />2. FOR 1 <br />SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL <br />PRODUCT APPROVAL) F CHANNEL FASTENED TO: <br />- CMU w/ T NAIL.097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT <br />- WOOD W/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND <br />PATTERN <br />- <br />SUB FASCIA W/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE <br />STRUCTURAL SOFFIT <br />SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS WITH SPANS <br />REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER <br />SF01 <br />THE SOFFIT FL PA INSTALLATION CRITERIA <br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />AS SHOWN FOR O.H. UP TO 2'-6" <br />* DOUBLE 2X4 SCAB FOR T-13" TO 4'-0" O.H. <br />4 (2) 10d NAILS @ 8" O.C. <br />�/VQ r/y <br />TO TRUSS TOP CHORD <br />PLYWOOD SHEATHING <br />+ <br />BLOCKING AS <br />+ + <br />REQUIREDTO <br />+ + SUPPORT SOFFIT <br />+ <br />PLYw( <br />+ + <br />2X4 SYP <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL <br />SCHED. <br />PRECAST LINTEL <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX, 4--o") <br />SECTION @ ROOF EXTENS <br />ION K'm <br />SCALE: 3/4"= V-0" <br />� Ss <br />SEE SHEET D2 AND <br />SIMPSON HTT4 W/ 0 8) 1 Od x 1 FLOOR PLAN FOR <br />1/2" NAILS TO STUDS & (1) - <br />ITT� MORE INFO <br />5/8" DIA. ALL THREAD ROD <br />EPDXIED W/ SIMPSON "SET' <br />EPDXY MIN. 6"EMBEDMENT & <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MI%S. <br />MSTAM STRAP <br />SCAL: <br />,-t i -v <br />cr_ <br />z <br />>_ <br />0 <br />�2 <br />2 <br />11- <br />0 <br />w <br />@ FIRST COURSE <br />I* <br />41t# <br />H <br />Ss <br />2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />METAL SEAT PLATE <br />NOTE: <br />BOTTOM OF BAND <br />LAP SHEATHING TO <br />JOIST TYPICAL <br />SIMPSON HGAM10KTA @ 12" O.C. <br />w/ (4) 1/4x1 1/2" SDS SCREWS <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />RETROFIT FOR MISSING EMBEDDED STRAP <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO <br />FILL 1 St 4 COURSES <br />SOLID W/GROUT <br />FOR OVERHANGS BETWEEN OVER 1 <br />CONTACT ENGINEER OF RECORD F10/`R L <br />FURTHER INSTRUCTIONS. <br />4, 4.. <br />OVERHAN� <br />4� 4, <br />RETROFIT WALL OVE RHANG DETAIL (NTS) <br />FOR OVERHANGS BETWEEN 3/4"TO 1 1/2" <br />I NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REaD. <br />1 1-011 51-011 <br />SCALE: N.T.S. <br />. 011 ----#5 BAR <br />1.0" i CENTERED W/ <br />IN TOP 9 <br />KNOCKOUT/ N <br />CHAIR BLOCK <br />% <br />MONO FOOTING <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS <br />CLEAN FILL <br />DIRT LZ <br />STANDARD <br />90' HOOK <br />#5 BAR IN <br />FILLED CEL 0 PL, L <br />L <br />0 j <br />0 <br />REINF. PERLAN AND STEMWALL <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING SECTION DETAILS <br />SCALE: 3/4" V-0" <br />OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECI <br />ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <br />EXISTING BOND BEAM. <br />DRILL 3/4"x5" MIN. HOLE SET BAR IN <br />EPDXY CAP TO PREVENT LEAKAGE <br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") <br />#5x6'EMBEDDED INTO EXISTING BOND BEAM <br />FILL CELL FULL HEIGHT W/ <br />NON SHRINK GROUT. <br />#5x6'EMBEDDED INTO <br />EXISTING FOOTING <br />DRILL 3/4"4" MIN. HOLE <br />SET BAR IN EPDXY <br />EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />IN <br />(2) #5x6 CONIC. <br />FILLED CELL <br />J4" SAW CUT <br />S <br />K"A ECTION <br />SCALE: N.T.S. <br />Qi� <br />SCALE: N.T.S. <br />C= <br />C%j <br />*7- <br />m <br />m <br />w <br />LA_C- <br />C <br />cc C_�, <br />C'14� <br />-.1.1m a! 9 <br />1% <br />= - <br />C-4 <br />C2 <br />j 3: cc <br />CU = <br />Cj w <br />= cm <br />tu I >-1 <br />n Ai. <br />- % 40 <br />6, <br />F L <br />...... <br />0 <br />% <br />IF S S 10 <br />To the best of the Engineers knovAedge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal Is only for <br />the structural engineering portions of the dravAng pages bearing <br />Engineers signature and seal. <br />0 <br />w <br />E <br />8 <br />Lo 0 <br />8 <br />4 r_ <br />0 <br />to <br />C,4 cc, <br />9 -01 '! 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