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m N 0 0 L0 I i m cc Iu c J v I i i 0 3 a 0 E `o tz 0 E i a Q U J 0 0 0 a 0 .\ N 0 m 3 rR 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN. 1 x4 3-1/4" LONG X 3/16"V� 1 x4 P.T. FURRING 3/16" 0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2' FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4° 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 O.C. 2-ROWS INTO P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH �� 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS 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*22" EACH END W/ MIN. TO PRODUCT TO PRODUCT EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CO (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACHFURRIN( 1x4 TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST.4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 n.. Mr=A 11 7 i /An ME717A 11 STAGGERED @ 12" O.C. ri-1 le Ill^T,&II BUILDOUT @cy OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: 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)1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS 6BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 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 INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --- 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO ) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION 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) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B 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)1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" 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 EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REBi (TYP,) STD. 90' HOOK (1 t5" NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =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"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM 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 ALL (5)12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 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 JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. /// 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" JS LFILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. #5 REBAR (TYP) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" R ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED `STD. 90° HOOK 2x BAND JOIST W/ FACE NAIL 1Od (TYP.) ` CHORD,TM N ( YP.) FACE NAILS 1 d @ TRUSS VERT. WEB — � METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 44 ' +2�� NOTC F� @ FIRST COURSE ` SIMPSON HG2" SDS A @ W O.C. w/ (4} 1/4x1 1!2" SDS SCREWS ` INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO rHE :S ` K.O. BLOCK 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. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW I 7_7--� ALUM DRIP EDGE BRG WALL TYPE PER PLAN 2x SUB FASCIA 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW L LCONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3" LONG T-NAILS @ 24" O.C. - WOOD w/ 0.148"x 3 1/4" @ 16" O.C. SECURE J-CHANNEL SECURED w/ 7/8" ROOFING NAIL (TYP.) 48" O.C. SOFFIT PANEL ATTACHED AT 2X2 BATTEN & 2X FASCIA w/ 3/4" X 1/4" CROWN STAPLE OR 3/8" X 3/8" STAPLE LOCATE (1) AT EA. GROVE 3. [F] CHANNEL APPLICATION: MASONRY; SECURE [F] CHANNEL TO MASONRY w/ T-NAIL OR STUB NAIL .097" DIA. @ 24" O.C. w/ 5/8" EMBEDMENT INTO STRUCTURAL WALL WOOD FRAMING; SECURE [F] CHANNEL TO FRAMING w/ 3/4" X 1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN INTO STRUCTURAL WALL SOFFIT PANEL ATTACHED AT 2X FASCIA w/ .1/4" 1 CROWN STAPLE OR 3/8" X 3 T P . GROVE U CfbXiG 0861 " 0 40'-0" O.H. ALE: 3/4" 1'-0" & GREATER 12.; BT.OQ=pQ(l�'S FReQU FOR SOFFITS LESS + * q(EHG� THAN V-4" MID BLOCKING NOT REQUIRED t4E H ODUC VALPkWWi4kEAfIbWbETAI1LS. + + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP s + EACH TRUSS CONNECTOR SEE LINTEL SCHED. Imo— FILL 1 SOLID W/GROUSES SOLID WIGROUT r A FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. " OVERHAN :, a A: RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1 r-0rr 51-011 INISH ° ► #5 BAR CENTERED W/ g ►,:'° y99IN TOP o e a : KNOCKOUT / i14 CHAIR BLOCK MONO FOOTING _— b SIZE AND REINF. PER PLAN ,' °, e • AND SECTION DETAILS -I CLEAN FILL .► ° • ° DIRT z STANDARD q #5 BAR IN ° 90' HOOK N FILLED CELL Ls STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" 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 A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 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 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 20 ga. PANEL ANCHOR 9 ga. PANEL EXPANSION STRIP 1/4" EXPANSION BOLT (2 PER ANCHOR) MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" ENTER SO IT PRECAST LINTEL —/ SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ROOF EXTENSIONrM SCALE: 3/4" = V-0" SS Z NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT 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 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM SEE SHEET D2 AND IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g`-0e x 1 FLOOR PLAN FOR SIMPSON2" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 1/2" NAILS TO STUDS & (1) - NAILHTT4 U S & (1) a FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE EXPANSION STRIP MORE INFO 5/8" DIA. ALL THREAD ROD LL w O 0 NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ♦—� �T o ' o " ' o EPDXIED w/ SIMPSON "SET' 1 w a A REINFORCING AS FOLLOWS: EPDXY MIN. 6" EMBEDMENT & a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT o e k 3" MIN. EDGE DISTANCE `� ` g * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ P � v Z ¢ � 45x6 EMBEDDED INTO EXISTING FOOTING (2) #5x6' IN CONC. * E A TROWEL COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND 0 - REINFORCING PANEL cn FILLED CELL SMOOTH. DO NO FURROW. is N DRILL 3/4 x5 MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. . o SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP " p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: C14 ° o Cl) REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ o (2) #5 REBAR. MIN. 3" \ 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 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 0 EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION 00011,1 MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. 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 RETROFIT FOR MISSING MSTAM STRAP FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" =1'-0" N O N N CM v w a• CO' 8750 tdo �• cT -f E OF - 4.0 �•��,�;•.,mot O R \�'•C �lll/lilllll��,♦ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W ti 00 E ti O N © N J V O ) O C J �""W Lo 40 O:12 Q J U. LL IL 11J 5. z @_, �oI` 13 GR, C� G W q _J 190 M, < W �pjO' a 1: Z 2 M Z J N O ILC"! Z W O0❑ 0 M!p z � z CD a 13 N V) z o Cz J XW LLj N c d W W E L z I < �0 �w M 2 0o , z LL E zo �, Oo >� go 2® Z- Ewo t- (6 o E '. 0 �U &9 wo m2 ro C .. o N O M o ZLL Z J� 3 ON Q W 265 �0 as a0 �W W U �0 x� �- o CD w ;o za N3 �C) J o, 0 L c � co J r Y O C m U N (o r Lo O 2 N T� I (0 0 N r r E z t M N o Z N E O IV c a. a ci U c JOB NO: 21-4275 SCALE : AS NOTED SHEET NO. SS