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01 <br />3 <br />,n <br />i <br />m <br />u7 <br />u7 <br />v <br />0 <br />C'4 <br />J <br />0 <br />N <br />O <br />I <br />N <br />S <br />m <br />rn <br />L0 <br />0 <br />t7 <br />N <br />C) <br />O <br />J <br />to <br />N <br />0 <br />I <br />rh <br />i <br />L0 <br />to <br />3 <br />a <br />N <br />N <br />/ <br />a <br />E <br />E <br />O <br />0 <br />J <br />y <br />rQi <br />LZ <br />E2 <br />U <br />O <br />C <br />U <br />0 <br />U <br />a <br />z <br />I <br />Y <br />0 <br />v <br />O <br />J <br />rM <br />No <br />0 <br />M <br />0 <br />78 <br />CN <br />0 <br />0 <br />PO <br />Cn <br />0 <br />W <br />S <br />a <br />m <br />,o <br />v <br />1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( <br />, UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER <br />TO PRODUCT P.T. TO PRODUCT TO PRODUCT <br />APPROVAL FOR CONN. <br />PROPER INSTALLATION MAX. 8 <br />DO NOT DO THIS <br />` ' <br />2"x BOT. PATE W/ (2)10d @ 6" O.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. r 1x4 ❑ 1 X 4 <br />P.T. <br />` #5 REBAR (TYP,) �► <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PATE W/ 8d @ 4" <br />1:11x4 3/16" 0 X 3" LONG L FURRING FURRING <br />3-1/4" LONG X 3/16"0 FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" <br />#5 REBAR ` <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO TAPCON @ 16 O.C. & 4 2X8 <br />STAGGERED @ 16" LiX8 <br />(�,P) <br />` '' <br />1x8 P.T. FROM EACH END w/MIN. <br />BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />PER MANUFACTURE 1 DETAIL <br />STD. 90° HOOK <br />JOIST <br />2x BAND JOIST W/ FACE NAIL 10d <br />MASONRYTHROUGH �� <br />1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS �� <br />3 DETAIL <br />(TYP.) <br />STD. 90^ ` <br />@TOP & TTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />FILL SOLID HOOK (TYP.) <br />BOTH CELLS <br />FACE NAILS 10d @ TRUSS VERT. <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />TAPCON @ 16" 1x4 P.T. TO PRODUCT <br />METAL SEAT PATE <br />O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL <br />NOTE: <br />APPROVAL FOR CONN. 1x4 <br />EACH END W/ MIN TO PRODUCT <br />AP SHEATHING TO <br />TO PRODUCT EDDIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />DOOR JAMB (REFER*2::GE <br />JOISTBOTTOTYPICAL OF ND <br />x 3-1/2" TAPCON @ 16" <br />APPROVAL FOR CO2 ROWS 3/16" x 3-1/2'r 1x4 <br />() O.C. & 4" FROM EACHFURRIN <br />TAPCON 16" O.C. & <br />@ END w/ MIN. 2" EDGE DIST. <br />NOTC @FIRST COURSE <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />+_ 2r <br />w/ (4)1/4x1 1/2" SDS SCREWS <br />P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3 2x8 <br />` <br />INTO BAND JOIST & (4)1/4"x2 3/4" <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 />TITEN INTO K.O. BLOCK <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION KH <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 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 />,2'- 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 />ARCH BLKG& BUCK <br />.BLOCK HEADER <br />SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS <br />SEE NOTE 1 BELOW <br />a <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 />' <br />2 x 8 45" DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE <br />ALUM DRIP EDGE <br />BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION <br />r <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 DB4GONAL BRACE AT EA. <br />PER PLAN <br />I I 1-3/4" TRIM PAINTED <br />FURTHER INSTRUCTIONS. ° . <br />�A <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3)10d NAILS <br />2 x 8 AT EA. END <br />RETROFIT TRUSS DETAIL <br />F CHANNEL, SS NAIL w/ 5/16" HEAD <br />- DIA. @ 24" O.C. <br />. .: <br />. <br />OVERRAN �' .•:,. �. ' •, <br />CONNECT W/ 8d NAILS BRACE/BLKG. <br />FASTENED PER <br />,. <br />N.T.S. <br />NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT <br />;< <br />x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHOR\_2CONT <br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN <br />2x4 NAILED TOL 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 1 112" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />START OF ARC <br />IF TRUSSES USED #6 X 4Yi' WOOD <br />) W/3 ( ) <br />SCREWS 16" O.C. MAX. OR IF MASONRY WALL <br />� 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. <br />@ <br />/ <br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING <br />4' MAX. RAD. <br />ARCH DETAIL <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- O11 51- Orr <br />SCALE: N.T.S. SS <br />i2 <br />PRODUCT APPROVAL) F CHANNEL FASTENED TO: <br />JACK TRUSS PROVIDED BY SEEit <br />CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />- WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND <br />PATTERN <br />INISH FLO QR <br />2 x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH 1/4" 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 />• " yD <br />B-B <br />EMBEDMENT INTO <br />PER NAILING SCHEDULE ALL <br />- - - ---- - - -- <br />° <br />1/4" MAX .) <br />2'-0 8rr <br />STRUCTURAL SOFFIT <br />#5 BAR <br />1'0" `'° W/ <br />E*CENTERED <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5) 12d NAILS SIMPSON i <br />SF01 <br />D' ` ° <br />+�► 9 H IN TOP o <br />1 X 4 FURRING <br />BLKG. & BUCK <br />H2.5Aw/ 10 <br />2X6 TO 2X4 ( ) <br />** <br />SCALE: 3/4" = V-0" ( ) FOR ALUMINUM SOFFITS WITH SPANS <br />,..' <br />° KNOCKOUT / 9 <br />8d NAILS <br />REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER <br />v P . <br />THE SOFFIT FL PA INSTALLATION CRITERIA <br />e ° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2)10d <br />D . • <br />NAILS AT EA. END <br />PROVIDE 2x _ <br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* <br />MONO FOOTING ' ° <br />PROVIDE 2 x 8 DIAG. BRACE B <br />PROVIDE (2) MIN. <br />TAPCON AT EA. SIDE <br />CONT. W/ (3) <br />SIZE AND REINF. PER PLAN <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 />° <br />CLEAN FILL .► ° • ! <br />2 x 8 VERT. BRACES <br />() <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 6 Z <br />TO BE INSTALLED <br />4'-0" MAX E PLAN <br />TRUSS AS SHOWN FOR O.H. UP TO 2-6 " <br />2XO�E <br />° STANDARD <br />BUILT UP PLWD. BUCK - <br />Rh'q *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />°. o <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />+ + �FNGT (2)10d NAILS @ 8" O.C. <br />N <br />li 90r HOOK N <br />#5 BAR IN <br />TO FIT ARCH CONNECT W/ <br />NOTE: IF TRUSSES USED) W/ (2) #6 X 4'/z' WOOD <br />+ TO TRUSS TOP CHORD <br />FILLED CELLA-. <br />NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />4' MAX. RAD. <br />SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />+8d <br />+ + <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />+ PLYWOOD SHEATHING <br />•: <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />SHALL NOT BE FRAMED AS O.C. <br />+ <br />,, '• ` , ,• ' , r ,• , , •, ' "'I s• sk <br />ANCHOR INTO ARCH BLKG. <br />HIP. <br />+ <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />ARCH DETAIL K <br />B-B <br />DESIGNED ONLY FOR THE SECTION @ ENTRY L <br />BLOCKING AS <br />REINF. PERLAN AND 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 . <br />SCALE: 3/4" = V-0" <br />EACH TRUSS <br />GLASS BLOCK INSTALLATION NOTES <br />' <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 />EXTENDS TO SILL. <br />SEE LINTEL <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 SO IT <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 <br />20 PANEL <br />SEE ELEVATION <br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT <br />ga. <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />ANCHOR <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 />FOR OVER HANG <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(MAX. 4'-0") <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 EXTENSIONrM <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING <br />WITH MIN. 3" COVER 6-0-SCALE: <br />3/4" = 1'-0" <br />O <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER <br />SS <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP <br />LLO v <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />SEE SHEET D2 AND <br />SIMPSON HTT4 w/ (18) 10d x 1 <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />° , <br />° ° <br />w <br />va <br />A <br />REINFORCING AS FOLLOWS: <br />SEALANT <br />TICr�— _ <br />FLOOR PLAN FOR <br />1/2" NAILS STUDS & - MORE INFO <br />" a <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />� ° Irrr1 � <br />L O <br />5/8" DIA. ALL THREAD OD <br />5x6' EM T <br /># BEDDED INTO <br />* PRESS PANEL REINFORCING INTO PLACE. <br />6"MIN. LAP SPLICE W/ <br />_ <br />n <br />° I <br />EPDXIED w/ SIMPSONR"SET" a <br />v <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL <br />I <br />EPDXY M EMBEDMENT & <br />IN. 6" EMB \ <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />u ° I - I <br />3" MIN. EDGE DISTANCES <br />cv <br />DRILL 3/4"x5" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />T1= <br />GRADE . r— <br />o. � <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6'MIN. LAP <br />p <br />� ° <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />c., ° p <br />REMAIN FREE OF MORTAR. NOTE: <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. <br />r P <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 />\ <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 />3 #5 REBAR. (2-STORY <br />16" MIN. (1-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 />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 />�a <br />RETROFIT <br />FILLED CELL DETAIL <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />REV. 07.28.21 SCALE: 3/4" = V-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 />CW3 <br />0 <br />N <br />o <br />C%4 <br />o 6 �a <br />u a� a <br />Q000 <br />Vf C� t0 <br />cc <br />m <br />a <br />am <br />N EL <br />E <br />�R o <br />0 <br />M <br />N <br />O <br />N <br />O <br />��pttli7Sl(.}�A. <br />co <br />O <br />`a <br />ID r <br />-a <br />- <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. 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