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N N 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER _ - TO PRODUCT _ MAX. 8" � UNACCEPTABLE INSTALLTION � TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION DO NOT DO THIS ' 2^x BOT. PLATE W/ (2)1od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 1x4 P.T. 3/16" 0 X 3" LONG FURRING FURRING 2 ROWS 3/16" x 3-1/2" 3-1/4" LONG X 3/16"0 FURRING TAPCONS gg TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/MIN. 1X8 BLOCK@ SPACING �� O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE 1 DETAIL MASONRYTHROUGH �� 1x4 P.T. & 1x8 P.T. 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d"NALS 3" DETAIL STAGGERED @ 12" 2 O.C. 3/16" x 3 -1/2" DOOR JAMB (REFER I TAPCON @ 16" 1x4 PTDOOR TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 LF1/2"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" TAPCON @ 16° 1x4 TAPCON 16" O.C. & O.C. & 4" FROM EACH FURRING @ END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ L 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" O.c- 3-1/4" DETAIL FILL SOLID BOTH CELLS #5 REB (TYP,) STD. 90 HOOK n[ L ±5" NOTCH WEB AT FIRST 2 COURS ` (TYP.) #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED O.C. FIELD " ` `STD. 90• HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB E METAL SEAT PLATJL I NOTE: LAP SHEATHING TO ' � BOTTOM OF BAND JOIST TYPICAL ' +2" NOTC @ FIRST COURSE SIMPSON HGAMI OKTA @ O.C. /2" W/ (4) 1/4x1 1SSIDS SCREWS THE ` INTO BAND JOIST & (4)1/4"x2 3/4" ES TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CCFILLEDCELLPER FOUNDATION PLAN SCALE: N.T.S. SS FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK Pw SECTION W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A UPLIFT CAPACITY _ 1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 8" 00 SOLID W/GROUT 2'-0" 1 X 4 FURRING it SOLID BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS 1/4" x 31/4" TAPCONS ° BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS * IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)114")Q 1/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION -, " .. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR SCRIBE NOTCH POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)1od NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERRAN CONNECT W/ 8d NAILS BRACE/ S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB N.T.S. INSTALL WDW. SCREW ANCHO PROVIDE TAPCON WITHIN a, INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 110 —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%' WOOD * DOUBLE 2x4 SCAB FOR 7-6" TO 4'-0" O.H. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NOTE; FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. OV 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ TO TRUSS NAILS @ 8" O.C. ARCH DETAIL i MIN. 4" EMBEDMENT AT 16" O.C. + FRygN CF TO TRUSS TOP CHORD 1 r-Orr 5r-Orr SCALE: N.T.S. SS 12 + + �G7/y PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN + + 2 x 8 BUCK - CONNECT TO BLOCK 2x6 #2 SYP @ 24" O.C. + + + + BLOCKING AS H FLO WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. SECTION ROOF SHEATHING ATTACHED B-B REQUIRED > ° • 'Q ' EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT ► • r1/4" MAX 2,-0" 8" TRUSS + SOFFIT ° . ►' ' ► ► #5 BAR BLOCK HEADER + SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + p 1�" • ► ° . ° CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP , . ► • ''► IN TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS ► KNOCKOUT / EN 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d — ° CHAIR BLOCK PROVIDE 2x CONNECTOR �° I — 1r NAILS AT EA. END PROVIDE (2) MIN. CONT. W/ (3) PROVIDE 2 x 8 DIAG. BRACE B MONO FOOTING - _—_ VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SIZE AND REINF. PER PLAN — "� °• ► ° BRACE EXCEEDS 24' BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 SCHED. CLEAN FILL .► s. ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT b TO BE INSTALLED 111 Z�� 1 " MAX SEE PLAN PRECAST LINTEL BUILT UP PLWD. BUCK - 7/16" OSB ARCH PANEL '•4 STANDARD 2 2X4 SYP #2 CONT. MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ! ° 9� HOOK N SCRIBE (NOTCH) BACKSIDE ( TO FIT ARCH CONNECT W/ ) () FILLED CELL START OF ARC IF TRUSSES USED W/ 2 #6 X 4%" WOOD FOR OVER HANG 8d NAILS 2 x 4 SOLID BLKG. FULL WIDTH OF WALLS @ ( ) • s •. • • s •. ( ) 4 MAX. RAD. SCREWS 16" O.C. MAX. OR IF MASONRY MAX. 4'-0" . BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. � '• ` • � ," , • r '• , ' � , , � ," STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL =g— SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3l4" =1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE. 3/4 -1-0 GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. MASONRY WALL. SEE PLAN FOR 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 HOOKED DOWEL REINFORCING. PROVIDE LOWER 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE DRILL 3/4"x5"MIN. HOLE SET BAR IN SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE 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 FLOOR PLAN FOR REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") 1/2" NAILS TO STUDS &1 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4' EXPANSION BOLT (2 WHERE THIS CONDITION () - 11 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" z #5x6' EMBEDDED INTO EXISTING BOND BEAM 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 COVER g�_0" EPDXY MIN. 6"EMBEDMENT & FF OR CHASE SURROUNDS. COURSE) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. .. 3"MIN. EDGE DISTANCE EXPANSION STRIP � � � � FILL CELL FULL HEIGHT W/ LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE "- v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL - •>� °� . w a A REINFORCING AS FOLLOWS: ► _ ; •- � SEALANT ¢ � 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. g p, • #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. v z 6' MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL - REINFORCING PANEL ¢ EXISTING FOOTING (2) #5x6' IN CONC. SMOOTH. DO NO FURROW. ► ° .; N FILLED CELL ' DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE ►. '�'�`�' •'`�' ' � ► `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. ;`' 6" MIN. LAP% •' '-�::: G SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE t O SEREMAIN FREE OF MORTAR. E GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS • SEALANT SAW CUT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE • : �b 4" SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16" MIN, COVER EA. WAY 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 A SE CT I 0 N 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. - , „ r " RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4„ -1-0 SCALE: 3/4 = 1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR ALE: N.T.S. INSTALLATION OF GLASS BLOCK. y� l k, N,�� o j 00 fp• ��' _ < r V • O (G lee N . P Off. '•. PR0 FIE S� S To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained wthn threes drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the struckM engineering portions of dre drawing pages bearing Engineer's signature and seal. t' og8 nNc u LL LL a M fn N W a O c t� Z0 W COZ w OR -V m0 .re r Q W Z orn a, J c L I N Q' S L. NQc'oZ :.D z ;5 F 060000 W 0 z � Z n a N 'z'^^ V U5UD . •V OLU W Q �O o M z J "E � ¢ so 90 Z 0 E i ro oa s W�p ° 41 zn C C Wg i�Z �� �� z -W W �3 'sz gl� v o M L N N a C � g O (� . v Z N 1— O _ C O c E M 'c" N M N r Z a E O U Q p JOB NO: 20-0560 SCALE : AS NOTED SHEET NO. SS Z