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9 CD 9 R ts C E 9 E 0 a_ 0 tz a. C> UQj 1x4 1/2" DRYWALL DOOR JAMB (REF ER 'X4 DOOR JAMB (REFER 1x4 F 1/2" DRYWALL F DOOR JAMB (REFER ix, 1x4 1/2" DRYWALL TO PRODUCT T. P.T. TO PRODUCT - TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 4N. x4 P.T. APPROVAL FOR CONN. - I -\- �E `F`U`R I _\_1 X 4 E FURRING 3-1/4" LONG X 3/16"0 0 E FURRING 3/16"0 X 3" LONG TAPCONS R I N G (2) ROWS 3/16- x 3 1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. 2X8 LL 11 BLOCK@ SPACING 1" DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END W/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. /16" x 3 -1/2" 1X4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER N. APPROVAL FOR CONN. 112"DI 1X4 1/2" DRYWALL 1X4 DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT F TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" !16' - APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END W/ MIN. 2" EDGE DIST. D IST. FURRIN( 4" FROM EACH END W/ L 2X8 P.T. W/ ATTACH SECOND PLY W/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ')%i MCTAII I IAII MCTAII STAGGERED @ 12" O.C. 1-11A11 r)PTA11 BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENIN SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W1 1/4" x 3 1/4" 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 CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA SCRIBE (NOTCH) (4) 1 Od NAILS INTO 2 x 8 BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS BRACE/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 ri SCALE: N.T.S. � �s A7X8 INSTALL WDW. SCREW ANCHO" INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2-0 - SECTION A -A 1/4" x 3 1/4" TAPCONS —LEAVE A CUTOUT IN O.S.B. ONTHE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END \-PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4"x 3 1/4" TAPCON (1 1/4" MIN. B-B EMBEDMENT IN 0 /4" MAX 2'-0" V. 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 FMI11\ VERT. BRACES WHEN HGT. 01:: BRACE EXCEEDS 24" OSB ON T LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) 1��ULATION INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - Nl_� SCRIBE (NOTCH) BACKSIDE 1 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 EQUAL INSTALL WDW, SCREW----_____�_ THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK 13-13 SCALE: N.T.S. �, �S PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) 12d NAILS TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC MAX. 8" PROPER INSTALLATION FILL SOLID BOTH CELLS #5 REB, STD. 90' HOOK I E71 It m ±,A L NOTCH WEB AT FIRST 2 COURS ^aAPACITY = 805 # FOR I 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 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 W/ (16) 16d SINKERS AND (7) 1/4-X2 1/4" 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 4M." 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 TRUSS COMPANY OR P N 2x6 #2 SYP @ 24" O.C. ' 0 0 'N� '4' ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS 2X6 TO 2X4 GA 'HED NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS DESIGNED ONLY FOR THE HIP. INSTALLATION OF SHINGLE AND METAL ROOF FINISH 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 EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) 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 OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) XPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH-r, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24' O.C. SIMPSON H2.5A W/ (10) 8d NAILS 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 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" V-0" 1\ �S #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'_011 11H I \3 * 0 A I A GR DE C14 C-4 0 0 !IN NIN (2) #5 REBAR, (1 -STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20- MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLEDCELLPER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS A 4% YP.) I L THE S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW #5 REBAR (TYP) 90- HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE ALUM FASCIA PER PLAN 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL W/ 5/16" HEAD DIA. @ 24" O.C. FASTENED PER NOTE 2 BELOW— L CONT VENTED OR SOLID SOFFIT CONT 2X4 NAIL D TO I L 2x BLOCKING NAILED TO TOP BLOCKING W/ 2-12d NAILS CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. 111. 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. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: I - CMU W/ T NAIL.097" DIA. @ 24" O.C. W/ 5/8" MIN. EMBEDMENT - WOOD W/ (3) 16 GA. 3/4"XII/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA W/ 16 GA. 3/4"xl /4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS 7VITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 'G EZ WALL WP PER N P F CHANNEL ::�I� - E 0 + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-16" DOUBLE 2X4 SCAB FOR Z-16" TO 4'-0" O.H. 4 (2) 10d NAILS @ 8" O.C. ?1y TO TRUSS TOP CHORD + PLYWOOD SHEATHING + + + BLOCKING AS + REQUIRED TO + + SUPPORT SOFFIT ----F 7119 1 A + SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION SCALE: 3/4" = V-10" SIMPSON HTT4 W/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3_ CZPF q1I nq Amn >_ LX z 0 14- 0 Uj 0 < M Q @ FIRST COURSE 4% 4,## H SS 2"x BOT. PLATE W/ (2) 1 Old @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" D.C. EDGES AND 12" O.C. FIELD 'Al ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED —2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND 1 AL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/411/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"X2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID W/GROUT CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG"' . RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 314"- NO REPAIR RII - ----- A* .-Ij ____#5 BAR 101, i . V 0. CENTERED W/ IN TOP 9 .6 , KNOCKOUT/ N CHAIR BLOCK % MONO FOOTING 011 JI . SIZE AND REINF. PER PLAN �LS E AND SECTION DETAI CLEAN FILL DIRT ,—STANDARD 90r HOOK 04 #5 BAR IN FILLED CELL v k v k. v vk, LL Nk STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTI NG SECTION DETAILS SCALE: 3/4" V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC" :ONTACT 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 FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5X6'EMBEDDED INTO EXISTING FOOTING (2) #5x6'[N CONC. (n ED FILLED CELL 04 DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY SAW CUT SECTION EXISTING FOOTING SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. _0 4) > C-A 0 r-_ 0 L_ (-) ce) CL N CL co >< W I.L. -0 0 I C) CU -0 �2e a) a) C: n -a C: < E 0 L) :> (D -0 ;:1_1 3: 0 (D ) E a) C: M > a) 5 -a > a) -0 0(- E c 0 0 :3 L) Cf M > > a� 0 Uj C14 cli Cl> J .7 To ft 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 drawlng pages bearing Engineers signature and seal. W I- 0 0 E 8 6 F W , 0 -W � a . - � A N c:- U- CL 05 Z W �O A 0P. ' G 0 IL ILW z t 04 , 2 r- �; Cb Go �; _j M z W 0 < 00 J CO z IN 0 < 7 LO 13 91 .1 4--J U 0 g V) 10 c:;- .2 z 1! C115 __j LL- E '.3 — z < 90 E 8 (6 CIL E 01 z �o z z C/) ii:;� C Ili, '0 �2 0 0 W 11) CL 1 A CD C=) .z M Q .07— E . :� LO L0 LO I. —I < CL L0 co 0 N Cr CD U) 0 IM 0 C14 04 0 a Lr) ce) E ce) 0 M z E 0. E0 I 0 0 JOB NO 22-02385 SCALE AS NOTED SHEET NO. SS