Loading...
HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS. STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, CODE CRITERIA SHT N0: TITLE BAITI E WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 018 , NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (•) VALUE DENOTES SUCTION DIAGRAM AREA O G) + 27.6 + 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20. 1-) 28.8 (-) 34.4 s O 50 W 24.8 (+) 24,8 4 I (D (.) 27.1 (-) 31.1 I a} 0' © YYY (+) 23.4 (+) 23.4 100 (•) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-O" 16'-0" x 7'-O" (•) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 -) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0". OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS A WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 4 6 TRUSS LAYOUT v S-1 LINTEL PLAN Y S-2 DETAILS S-3 DETAILS SA DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS �E M-1 HVAC � 5 I-0 TOJjOgv+� 9R • r o NII •tc4 +fry N Noll 87 4 : yr of Is O° ST E Or � flffdPHdr94t�?ti 6 � a I � d 0 c m N q s w ag �.. N ODD .a W ik � tk � 666�` � Id D 1" BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES PRE ENGINEERED WOOD TRUSSES � BOTTOM CHORD DL 5 (PSF) 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN w e g$ w i o 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING g `� $ 9 S 0 o -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. s a 9 9 2 E ", m m m 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%). TO GAME ROOM 60 (PSF) COMMMENTS: o- c Z_ -3. a WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) ' 0 d M 00 r/7 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) o �'� z 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) S F g' a vwnm�asvgxxmI O THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. w 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 60 (PSF) cry STACK ROOMS 150 (PSF) z a SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, 10 AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL Q HAND RAILS (d) 200 (PSF) z M 10 AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) z c y S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF).0 3 I\�aIS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) -5 a STAIRS 40 (PSF) __ s UPLIFT CON19ECTORS FOOT NOTES < o 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOP. ..:�. ts. f BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A m NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FORo C HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. o E MORE INFO. h � FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: E 1. MISSED "1" BOLTS FOR W000 BEARING WALLS MAY BE SUBSTITUTED WITH 1/2 DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR O M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the titleblock of these -- w 008 ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR. SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals Clear information, Every attempt has been made tolaw y ;, = ti 6 - -- ' 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to U `R THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not m "' o nn , PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responalble for any plan errors, omissions,or misinterpretations c_ DURING BOND BEAM FOUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to m DAMS HOMES 'I 3: FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All consbvetion MUST be in accordance to the v TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 2'✓a" TTTENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY; AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 MASONRY AND (7)-10d. NAILS TO TRUSS' FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND EOR. HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE p Q Y .B Assurance Manager at 321.972.0491 immediately. No backcharges v MISSED CONTRACTOR TO INSTALL 2 SIMPSON HGAM10 W 4 1 4" x 1.1 2" SIDS SCREWS AND 5 1 4" x 2 1 4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER - 3000 GULFBREEZE PARKWAY i 7 / O / / O / / will be considered for reimbursement by the Designer/Englneer a PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER " GULFBREEZE FLORIDA 32W3 NO MORETHAN10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE without advanced notification and approval CONSTRUCTION AND HA AND FOR HAS NO DUTY TO TAKE ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. pp b Y the m ' MISSED, CONTACT THE FOR FOR SUBSTITUTION. DesignerEngineer. Payments will be made In accordance to the t a terms of the agreement. DIVISION LOCATION: PORT ST. LUCIE 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON H175 w/ (26) 2 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT Jab Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 2 m a MASTER REVISIONS M � 0 DATE DESCRIPTION ® 3 06-28-12 STRUCTURAL REVIEW BY FDS (PLAN UPDATED) AWNIMA 8 J LO v DAMS w .2q. M Of Northwest Florida® E r ra ei N L0 a - OJWZ) 0 co LQ rnV1 Model Name / Number: N 2117 /� FIL,E COPY I 'VPlan Issue Date: a Wednesday, January 29,2020 a 22 �b // 1 KA PROJECT NUMBER: MODEL 211� 7REVI�� FOR 8 19-8203 CODE COMPLIANCE Sheet: oh ST. LUCIE COUNTY N BOCC COVER SHEET I BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(PI0 TOP BOTTOM NO BW1 16" (2)16d TOENAILS (2) 1.6d TOENAILS SPF UPLIFT SP2 W/ (6)-10d :SP1 W/ I%iod BW2 18° STUD, (6) iod PLATE STUD, (4)10d PLATE SPF 402 BW3 18" 12) SP2 W/ (6)10d (2) SP1 W/ (6)10d SPF 803 STUD 8 S6d PLATE STUD, (4 10d PLATE NO BW4 16' (2)16d TOENAILS (2)16d TOENAILS SYP UPLIFT BW5 SP2 W/ (eplod SPS WJ (6)-10d 16' STUD 8 10d PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6)10d SPS W/ (6}10d SYP B78 16" STUD 6 lad PLATE STUD, 4 1Od PLATE NO BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BWS SP2 STU 12" STUD, 6 16d PLATE , ((')iOd STUD, (4) 10d PLATE , (() 10d SPF 535 FBI (2) SP2 W/ (6) lociSP1 W/ (6)-10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 1070 BWJ 0 1.2" (2)16d TOENAILS (2)16d TOENAILS SYP 0 BW11 SP2 W/ (6}10d SP1 W/ (6}10d �" STUD, 6 10d PLATE STUD, 44) 10d PLATE SYP 585 BW12 (2) SP2 W/ (6)10d SP1 W/ (%10d 12" STUD, .IS) 1Od PLATE STUD, (4)1od PLATE SYP 1170 BW13 NOT USED TOP OF WALL UBLE 2x TOP PLATE SEE P� MASONRY WALL OR IOF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER4 PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO, IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MS03/31 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS 0 TOP &BOTTOM EACH END FOR WALLS 7 PER PLAN / TALLER THEN 8'A" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2 A.B @ 32" O.C. W/ 7- INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ .: SW- SHEARWALL 'i MIN. 7° EMBEDMENT PAST STEP DOWN, REQUIRES MIN- Q ALT.: SIMPSON 1J2" TITEN HD LED 32' O.C. 7/I6" OSB PLYW'.D W/ SAME EMBEDMENT W/8d NAILS AT 4.00 SEE GENERAL NOTE#8 BRIG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2X4 STUDS USED ONO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4. SPB AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3A OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOW CONNECTIONS. NOTE: THIS IS FOR 2 STORY PROJECTS ONLY 6. IF "SW" I8 INDICATED THE WALL IS CONSIDERED A SHEA AND REQUIRES MIN. 7/18" OSB PLYWOOD W/ 8tl NAILS A7 4" O.C. IN RELDAND ND ED EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAMING SCHEDULE ACT ASS RW S S AND WALLS SECTIONS FOR STUD SPACING AND GRADE HRI ALL . SEE PLAN W THESE RE ONLY BW4 BW7 B 10 TH S WALLS 0 L 8 F BEARING ALL.S DCA D .I THE IN W INDICATED V41TH THEDO HAVE ARE TOE NAILED i0 THE SUPPORTING THE FLOOR LOAD AND NOT HAVE UPLIFT, THE TA NAILS PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. OAAIVEONE NAIL ATANGLE THROUGH THE MID INTO THE PLATE TO ACHIEVE THE TABLE L TABLE LOAD. 10d=0.148" DIALX X3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CDNN. &FASTENER UPLIf71Lb) 7 IS) 2x4#2 SPF (4)-lad TOENAILS 0 C2 (3) 2 X 4 #2 SPF DTr2Z W/ 1/2- WEDGE ANCHOR- & (8)1/4" X 11/2" 2145 SDS SCREWS C3 (3) 2 X 4 SVP. 91 AR- (4) - i6d TOENAILS O O (4)2 x 4 SPF #2 DTT2Z W/ 1/2' WEDGE ANCHOR* & (8)1/4" X 11/2" 2145 - SDS SCREWS CS 4 x 4 P.T.#2 ABU44 W/ 5/8" AT 6665 C' = 2200 U = 2200 SYP POST & (12)-18d NAILS 6 x 6 P.T. #2 AB W 5 8" ATR f* / / G = 12000 CB SYP POST 12B & (12) - SBtl NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2)- 5/8" ATR"' G = 24335 C7 SYP POST & (18) - lad NAILS U = 2320 08 3.5 x 3.5 P.L. 1.8E Tb-2400 PSI HDU&SDS2.5 W/ (14)1/4' x 21/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR-* 3.5 x 5.25 P.L. HDU56DS2.5 W 14 1 4' X / 1 I / F 1.8E Fb=2400 PSI 21/2' SDS WS & 5/8' IXOPY 5645 WOLMANIZED IF EM. ANCHOR, OR ATR*" CIA 31i x 7 P.L. 1.8E Fb=2400 PSI HDUSSDS2.5 W/ (20)1/4- x 21/2" 8DS WS & 7/8' EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11. 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI (WOLMANIZED IF OCT.) HOU8-SDS2.5 W/ (20)1/4" x 21/2" SDS WS & 7/8" EPDXY ANCHOR, OR ATR'** 7870 7 x 7 P.L. HDUSSDS2.5 W/ (20)1/4' x C12 1.8E Fb=2400 PSI 21/2" SDS WS & 7/8" EPDXY 7870 OLMANIZED IF EXT. ANCHOR OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP Ni OR SPF#2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PFR DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT. 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/W ATR 8" EMBEDMENT FOR 7/8" ATR S. IF IC) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS ILSE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs, PNEUMATIC GUN NAILS: COMMON NAIL DIA / LENGTH PNEUMATIC GUN COMMON w. GUN APPLICATION NAIL DIX-LENGTH NAIL SPACING SO 0.131" X 2'A" 0.131' X 2 %'.. SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.]AS' X 3" 0.131' X 3' SEE PLAN BLOCKING At TOE 0.148" X 3'A" 0.131" X 3'4" NAILS & TOP PLATE 12d O.SAW X 3 W 0.131' X 3 i4- 8" O.C.(COMMON) STUD WALL 5" O.C. GUN NAIL CORNERS Sod 0.148" X 3" 0131" X 3T 8- 0.0.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.162' X 3'h" 0,131' X 3'4" (2) 161)(COMMONI SEE PLAN (3)16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS CONNECTION: 2) 068 FLITCH PLATE. NAIL SIMPSON SONLSTAIS OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS & 12" OR (2) SIMPSON HETA16 TO CMU D.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)- 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSS R-mGH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2. SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 12' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.D. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M OSS FLFTCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS ®12* OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)-13/4x 111/4" LVL CONNECTION: PROVIDE (2) ail. 2.0E Fb=26DO PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4' x 31/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS 0 16" O.G. TYP COL U.N.O. ON ROOF PLAN. EACH SIDE. (2)-13/4'x117/81LVL 2.0E Rk2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS W000 SINIPSON HTS20 TO WOOD POST SCREWS 01W O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (2) -1 3/4" x 16" LVL 2.0E Fb=2600. PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS O 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES I VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN.. 4' BEARING EACH END) 2, SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS lit (2)'- 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 - (2) 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITC H PLATE THIS SHEET H3 (2)-2X70#2 SYP SEE GENERAL HEADER NOTE#5 W/ 11T FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLFFCH PLATE THIS SHEET H5 (2)-1314-X 11114 ATTACH TOGETHER W1(2)ROWS 1/4"X 3112 LVL 2-OE Fb=2600 PSI SDS WD SCREWS 916"OC. TYP. EACH SIDE HB (2) - 1314- X 9 1/4 ATTACH TOGETHER WI(3)ROWS 1/4"X 31/Z LVL 2.oE Fb=2600 PSI SDS WD SCREWS @18" O.C. TYP. EACH SI DE HEADER SUPPORT NO. OF JACKS& STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2xS WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 9'-0" (2) (3) (2) (2) 30'A"-16'-01. (3) (4) (3) (4) GENERAL HEADER NOTES J. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/53 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12' ox. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. B. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. II HANSON 11 6. BOX @ 36" I I N AFF O CT DEN UB 2868 M. BATH 8' CEILING 3040 F.G. /III SHOWER Y N MASTER BA. OPTIONS 3040 (1) PC. FIBERGLAS SHOWER IN LIEU OF LINEN CLOSET W 1 L.E.D. DISC LT. q i� c u c 54'-8" S3 I CIS TYP I I " _-____.___-_____-_-_-___-IT BM3 BM3 COVERED PATIO BMS 20 X 10 BM5 4'.8" 14'-0„ 9,-4" 4'-10" , 25 SH EGRES HOSE BIBB BEDROOM #2 io 11'6" X 11'8" 8' CEILING 3.6 {7 i 2668 - "BATHS BATH 3 (D EILIN (0 iff 0 8 C G 75�� x Go O RHALL 0 0 a O 2x 1A"00 (n BEDRO OM #3 N iN 910" X 12'0" WCEILING COMB UNIT 2468 2668 R/1S1H N -c a H I: 111111111C]P� �iC]1111[]I II1711C]I: GREAT R )OM 15'6" X19'8" CATHEDRAL CILA 16%2" 13" 23" 4'-0" 2'2 36" FLAT BAR i ; °y TOP ON 34M" '- m dWALL �: o O r -I I D/W I I Z , , N E PLATED RM Y „ Y a Z i SIZE WIT ; a a In. m� 03 4 GO i C) U) - PANTRY WALLS Lti ¢ o 1- ; TO CEILING ; �ac�s 10'-0 I EGRESS DEL 25 SH 111111111011 10 a CJ I MASTER SUITE 12'8" x 16'6" 8' CEILING W501 r N I ' x N w N O w , 2868 ---------------- KITCHEN l F F = Zm a CATHEDRAL CLIG ; >3 <9 R,-d n" a, -a" 1 4'1n„ ,n 7'_7^ 2'-2' , 6,-0" It7.-0„ I 00 "> 'I 4088 z Lo ZI ro od 10. 3„ I II FOYER I DINING ROOM = m 9' CEILING It m Q I I 10'-3" x 15'8" 8' CEILING . I N I I I N ZO m O * ci WS39 *a 0 2'-7" .I T-2" j NG D 4 ' S3 �_ G.T.-- ----- OM �L4 10'8Dx 120'6" S03 S-1 R 0 8' CEILING BOTH SIDES OF v ENTRY a l-yV° m S I ID ~ I 5'10" EGRESS- 25 SH 10'-4" 7'-0" 1 5��� II_II # 11 �� CIO-. tw 1 AFr• AI ,M or FIA AI ,I &,A r ru T-4" S-3 16" SQUARE COLUMN 7'.8" , q L y WIC Fo y ; 8' CEILING ' aLO , 1 " ( M. BATH ypSG� ' 8' CEILING 8' CEILING g'_7• 3'5" 5'-4" 4'_10" rr - n :'.. HANSON II I D I i)L c I 1 1 BOX @ 36" I: I N CO OD W �i I AFF 2468 L IJ r 1 ) O 3 X 5 ' 4 LINEN 1 D 11 F.G. 0 H2 aI SHWR 1- _ _ - 2868 DRYER VENT BW2 ("Z W.H. THRU ROOF 3' MAX D ST 5 20'-0" C4 NOTE: BUILDER TO PROVIDE 01 APPLIANCE PROTECTION IF REQUIRED BY MUNICIPALITY, SEE SHEET 4 FOR DETAILS msoa "- ----- -----" S_1 ; ATTIC ACCESS LOCATE IN FIELD t 22' X 36" MIN --------------- 2 CAR GARAGE N 8' CEILING "____________________ _________ I , 1 , M512 � S-2 L�L�L�1 16x7 OVERHEAD 17'4" 7'-4" 9'-4„ 2'4" 16'-0" 2:-4" 34'-0" 20'-8" SEE DET. MS03 ON SHEET S-1 1 ATTACHED TO CMU W/ (1) JACK STUD W/ (2) ROWS 12d NAILS STAGGERED ® 8" O.C. (1-174 NOT REQUIRED) ® ALT. BASE (1) SIMPSOCNODNSNPECETAIODHTT4 ENTRY ONLY 54'-8" FLOOR PLAN SCALE: 1/4' = 1'-O" ALL ELEVATIONS BIBB i7 O 7 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 /-29.9 6 +27.6 /-37.0 © +26.5 / -28.8 O +26.6 / -34.4 O+24.8 / -27.1 F +24.8 / -31.1 ( h ' +24.3/-27.5 O +23.3./-26..0 NOTE:1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL f =-==7777 T, BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES 1. R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or ? honeycomb steel door, or 20 Minute fire rated door. f 2. Bathroom exhaust fans must vent to the exterior of 1 the building, exhaust to attic space and soffits is not I acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit Is Installed 5'-0" on each side of the venting. .i 3, R302.6 The garage shall be separated from the residence and We attic by not less than 1/2-Inch ' (12.7mm) gypsum board applied totheF�eside Garage beneath rooms snail be separated from all habitable rooms above by not less than 5/8 Inch J (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the Separation shell also j protected by not less than 1/2 inch (12.7mm) ; gypsum board or equivalent. ' 4. R312.2.1 Window sills In dwelling units, where the , opening of an operable window is located more than 72 Inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening I of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the roam in i which the window Is located. Glazing betw een the floor and 24 inches (610 mm) shall be fixed or have ) openings through which a 4-Inch-diameter (102 mm) y sphere cannot pass. 5. R308.4.2 All windows within 2'-0" of doors and in { shower or tub areas will be safety tempered glass. i ( 6. Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" COX. " 1X T&G acceptable for substitution. 7, EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) 1 shall be weatherstripped and Insulated to a level equivalent to the insulation on the surrounding surfaces. c f 8. Laundry Note: (Unless noted otherwise) Provide dryer vent thru roof max. Igt. 35'-0", washer & dryer units ° n (washer unit to be always on left side when facing c units) hanson box ® 36" aff E 9. Ceilings for exterior entries and covered porches to be " i 7/16" OSB on underside of roof trusses shall be c attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d n nails at 6" O.C. field and 4" O.C. at edges or 7d screw c shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications AREA CALCULATIONS 'list FLOOR 2115 S.F. TOTAL LIVING (AC) 2115 S.F. UARAGE 432 S.F. COVERED ENTRY (BASE) 46 S.F. ' COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 2793 S.F. ' ' �7I 1 J 1 O TO ,111llyyyyy ' J�S����ENSI .l'� iy `s�� ' N y Np 8786t N N CO ��F# T �1� 1 ✓�'A94 m i# siti5i N 3..: d C m `C13 O W e �=I- € Uq j -?''�520 J J J n m LL LL LL T n 8m im Avzl CI`7ibm§ a sw4'3. Aga a ui vi ps26v5 a1 �z yr O 6A�4"- o D'W m FIT='^§ o:mw c,.�a�Bmm E E,� li O J Ni.9Z O 7 ,=,=-a°-§q'A W .FD3EN000MB 0130 1�,.// Z I m r Z10 O z a a (10 N L ' p p .O �i9b§R __..�. W o o E , + g SigF { 4i 0) p DAMS HOMEt; FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST.. LUCIE ♦ Job Information: I li N c 0 i 0 m U0 LIJ J i w to ai % N a N_ m ur) a Q co W Vol o J CFI U) DO LL ♦ Model Name / Number: 2117 ♦ Plan Issue Date: Wednesday, January 29,2020 ♦ KA PROJECT NUMBER: 19-8203 Sheet: 2 Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION 8" REINF. OPTIONAL CURB FOR '� F F_ VARIES RADE SEE PLAN MASONRY ELEV. 0'-0" ;•— — W/ (1) - #5 BAR CONT. o • '.i ° REINF n ) Y ° 2 STORY: 20" X 20' 16 SEE PLAN (2) #5 - . , - W (3) - #5 CONT. RFROR (2) # 5 REBAR BEARING _ c FMO1 SINGLE STORY FTG 1/2"=r-0" FM02 SEGTION @GARAGE 1/2°=r-0" — s 9 C W REINF.' SEE PLAN' —F_F. " € 8"'' (1) #5 REBAR CONT. 3 N N Q FM03 THICKENED EDGE 1/2 1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR IS I REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE �tf—FRONT WALL m cro e RECESS AT GARAGE ' OF GARAGE T DOOR. EXTEND 6" BEYOND m F.O.M. EACH END, TYP. ) * II I GAR FIN. FLR. I I S ALIGN DRIVE W/ BOTTOM Of RECESS & PITCH DRIVE-1 4" CONC. DRIVE W/ 1/2" ED JOINTS 1.0" O.C. TYP. FM09 I SECTIOP v (• - 2 STORY: 20" X 20" W (3)-#5CONT. 1W (2) #5 REBAR @ GAR. DOOR 1/2I =1'-0* 2x BRG. WALL 2 STORY: 200X 20" (SEE FLOOR PLAN W (3) - #5 CONT. FOR MORE INFORMATION) = 1'-0" N 4 16" 4 24 BREBAR FM11 STEP DOWN BRG. SEE PLAN OPTIONAL CURB SLOPED GROUT _ OR MASONRY AT TO DRAIN 4"x 4"x 16" 0:w SEE PLAN ELEV. 0'-0" WITH CURB 0 y TYP. SEC. (1) #5 BAR CONT. ,.:(G.C. VERIFY) io: F.F. REINF. ip.. �, Ak _ _ _ ■ (SEE PLAN) 2 45.CONT. INSTALL LINING '' MATERIALS PER * N N 2 #5 BENT BARS W/ FBC-R P2709.2 •!• - -if MIN. 25" LAP SPLICE MUDDED FLR. 16" SLOPED TO DRAIN MIN. #5 CONT. FM14 SECTION @ RECESS SHOWER 1/a =r-o" FM18 TYP. STEP FTG. DETAIL 1/2"=11 ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE SEE PLAN. CONTINUOUS AROUND CORNER #5 CONT REINF. -� BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.( #5 REBAR „, 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING 'i - #5 CONT. FM19 I Ti CORNER BAR DETAIL i-1/2"=1'-0" FM23 TYP. FND PENETRATION 1/2.=1'-0" STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.) d.1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL 0'-0"-2'-0" 8" 10. 16" 20' W/ (2) #5 BARS <674# 61-8" >2'-0"-3'4" 10" 10. 20" 24" W/ (3) #5 BARS 674# 5'4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0' >4'-0"-5'-4" 16" 16" 148" W/ (5) #5 BARS CONT. 1162# 2'8' & #5 @ 18" O.C. TRANSV, SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL r SEE CHART ABV. -MAX F.C. e SPACING (04.) AA " W.W.M. TO BE TIED TO #5 CONT. REBAR 11) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF, BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'1 (1)#5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. B „ FIN GRADE B" MIN. 1 TO TOP OF STRIP FrG. s a COMPACTED CLEAN FILL IN MAX 12" LIFTS STRIP FTG. W/ QTY OF "MIN. COVER REINF- PER SCHEDULE d (3 SHOWN). FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL ; INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE i 2. W.W.M. IS REQUIRED TO. MAKE ADEQUATE CONNECTION BETWEEN SLAB AND a . FDN. WALL WHEN STEM WALL EXCEEDS 4'1 FIBERMESH CAN NOT BE USED AND ; ING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM 3.IF STEM IS REQ'D TO BE HIGHER CONITACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK kZLAN FILLING IS TAKING PLAN5. #5 HORIZONTAL CORNER BARS WITH 4'-0"LEGS IN KNOCKOUT BLOCK ® 16" h *O.C. VERTICAL. GROUTED SOLIDWHEN STEM WALL IS GREATER THAN 4'-0TALL (TYPICAL ALL CORNERS) B.IF STEMWALL IS WITH IN 5'.0" OF POOL OR WATER FEATURE FOUNDATIONS TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. *SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 5 S.R.41 1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. i 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NITS I V�VVV11A A3�i 3`AP/// TO d NO 864 y * oS a E OF w`ca .53 S c g 1 IN s 1) 1 m wt wg€ L7<,�"W a a ft r� i may$ z o =ggg ¢�mh� o o w 5'' ■H.'S AL m 9 LL ■ ER m m Haag 6 z0y g aag r < p 3 EgM. != yAN4.FD9ENG.CGM 000 (9 M � o � z � Q `o a tE 9, 1 ar I•L°- (O p E •(u w o `m uw O 08 N E IRS= o^� . Q.monop i �1A MQ LJAS■@Q:... FLORIDA CONTRACTORS UCENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: N c 0 O 1 z � �? � W J i CJ \J u- U _1FnGOCn TT Model Name / Number: 2117 ♦ I Plan Issue Date: Wednesday, January 29,2020 ♦ KA PROJECT NUMBER: 19-8203 Sneer: 31 or: ■ FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL I ,HTIN , & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2115 x 3 5574 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 300 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,995 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,995 A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.)0,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" =(.40 x 24,995) = 9998 + 100% OF "S" = (20,000) = 20,000 TOTAL WATTAGE. = 39,998 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 ASSUMED EDGE OF WALL 4 r 2x6 WALL (FLOOR TO CEILING) 2'-8- USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. BIBB WP GFI I INSTALL FAN BOX PREWIREIR l oR INSTALL FANI('' BOX PREWIRE - — - — - — - — - — - - - - — - — -� I INSTALL FAN BOX PREWIRE`� \ ,I W v\ GFI di / - D;pQ_) [ice Q GFI FAN GFI I' 1 REWIRE FOR D/W IT _ O 1 �r —I '0 ' I GFl I I 10 4 GFI I �\ GFI `t CHI HOOD 1� OF or I OF 220 T L — aJ \INSTALL FAN. BOX PREWIRE JFI �� \ 4FI I'�'I wC� Y 42" AFF 220JH I ATTIC ELECTRIC \IF REQ'D BY CODE ©\INSTALL FAN Wp '------------" BOX PREWIRE GFI I i ATTIC ACCESS LOCATE IN FIELD 22_X36_MIN ---- ---- - _ --- ----- ---------`j ,GFI GFI @ 42" AFF FOR GARAGE COACH IGHT DOOR OPENER I------------------------------------------ -" , i NOTE: , \ LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SERVICE ' ' DOOR IS PROVIDED A DISCONNECT SHALL \ BE ADDED AT METER LOCATION. COACH LIGHT - - - _ _. _ _ - �-.- - COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = V-O" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12% AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCS (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBGR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFFrS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN VIFTHE OUTSIDE EDGE OF SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBGR E3902.6 14, IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002A4 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 1.00% CFL BULBS ELECTRICAL LEGEND- ® ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR $3 THREE-WAY SWITCH COMBO UNIT $4 FOUR-WAY SWITCH FLOOD LIGHT $DM DIMMER SWITCH FLUORESCENT LIGHTING (� CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN 4b 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT V) 'L DOOR BELL CHIMES �,I. W WP WATER PROOF W/ GROUND FAULT c=i IS 220 VOLT OUTLET O— DOOR BELL It SPECIAL SERVICES OUTLET Do P DISPOSAL TV� T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET (� RECESSED LIGHTING SP PREWIRE SPEAKER WATER PROOF J JUNCTION BOX RECESSED LIGHTING O THERMOSTAT BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 200 AMP SERVICE 200 = 210 COPPER OR 410 ALUMN. IN ' COUIT METER MAIN DISCONNECT - 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BV POWER COMPANY PER TO LIGHTS AND OUTLETS TYPELECTRICAL 72N�D PER TO APPLIANCES AND GFI PANEL ER TO WATER HEATER R TO RANGE INTERSYSTEM C BONDING TERMINATION #4. GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. V DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. 0 a o5 F NNN6.F[ISENG.00M ❑ ❑ ❑ m o IN z In M p z �O z J a z � u'f O a 4­1 o N m W F lJ 2 E 0 o w z 0 c al K to m cD o TQ m w CSC X " C"tu Q m o m 4911 FLORIDA CONTRACTORS UC NSENO.CRC1330141 3000 GULFBREEZE PARKWAY OULFBREEZE, FLORIDA 32563 F DIVISION LOCATION: PORT ST. LUCIE LJob Information: N M. c 0 M i o O +p a z �_� U7 r LLI J � 5 L V M li E 4_ m ai o `N-i CV d m u Z t- U m In a e 0 Z) o Jm0U) 00 D mVI Model Name / Number: 2=7 VT Plan Issue Date: Wednesday, January 29,2020 FVI KA PROJECT NUMBER: s IM203 r Sheet: Of, .�i N 15 m ELECTRICAL PLAN r 12 48" OFF PIDGE VENT 6t ALL TOP OF BLOCK WINDOW HEAD Ill ____—_—._—_—_—_—____ ___—_—_ 0 00 °° LITE TEXILRED DECORATIVE `D CEMENTMOUS COATING 25 SH RN _FLR. ___—_---___ __ TOP OF BLOCK HEA1 (2) 25 SH LITE TEXTURED DECORATIVE (2) 25 SH CEMENTIIOUS COATING 48" OFF RIDGE VENT 48' OFF RIDGE VENT __B 33/2 SH LEFT ELEVATION "All SCALE: 114" = 1'-0" NG 0 ENTRY BEARING 0 GARAGI I- - FIN. FLR. 7 L1 (2) 25 SH 48" OFF RIDGE VENT 25 SH BEARING 0 El BEARING @ GARAGE 0 W FIN. FLR. . 2868 PATIO DOOR REAR ELEVATION "ALL" SCALE: 1/4" = 1'-0" a iv a TOP OF BLOCK W'DOW HEAD HGT 0 6" °a TYI io FIN. FLR. 8" FRIEZE V CJ 25 SH / 12 ALL 6 48' OFF RIDGE VENT ■ _ _ — _ — _ — _ — _ 33/2 SH UTE TEXTURED DECORATIVE CEMENTITIOUS COATING TOP OF BLOCK IGHT _ _ 0 FlN. FLR. _ TOF' OLLNTRY 0 50,g" - _ TOP OF TRANSOM @ 8'-8" 3068 DOOR W/21068 SIDELITES W/ 5016 TRANSOM ABOVE (2) 25 SH —LITE TEXTURED DECORATIVE CEMENTITIOUB COATING 25 SH VENTILATION CALCULATION Formula = SF 300 / 2 " 144 = net sq inches of ventingneeded equally for intake and exhaust Soffit product provides " 4.12 net sq in / sf Ridge vent provides 18.00 net sq in / If _ Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) s.f. Total needed for exhaust for upper 1/3 nets inches Total needed for intake (soffit area, lower) net sq inches Number of Off Ridge Vents for upper 1/3 needed P1670 L.F. ofRidge Vent needed (can be used in combo with ORV) Lineal Feet of Soffit needed to meet required 122 Lineal Feet of Soffitprovided b:plan 182 TOP OF BL( ________WkNDQW HEAD HEIGHT ___-_-_-_--- 0 � au is FIN. FLR. _ RIGHT ELEVATION ' SCALE: 1/4 = V-O" 12 ALL6 "x 22" DECO VENT FRIEZE TOP OF BEAM @ ENTRY - TOP OF BLOCK �II�L�JI�JIL�JI�IM�I�JI�� 1■■ 16x7 OVERHEAD FRONT ELEVATION "Al SCALE: 1/4" =1'-0" 9 Y a m E d P$w 8g f � N GO �iF am ri LJi �i io s.m 13 d was it w ° _ W vi m BLLg� mfi " a v �£e 13 -�� 3 m J g8��m � o ,ge gr 1 Q d OR § ®,. O U O J 2 ppsi y 9L" VMIW.m8EN0.CIXd', ❑ 110 v UI M r7 v z N p N M = z Z f6 rNfrill v Qq c Q Z5 J z y a, a c Z o (D � E E OW I t/I c S � F c Ell — o c� IJ cam Y ♦ DAMS H M6 I 9 �111 l u 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 a 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a t DIVISION LOCATION: F- PORT ST. LUCIE Job Information: a m O � 4) 0 M 0 N 0 3 ri Cis � � m @ W U <D 0J xN-I 04 . d E K N m , 0 J m In 'a o LlJ Do o u J m (!) N a m � Model Name /Number: 2117 �s VI Plan Issue Date: Wednesday, January 29,2020 � V KA PROJECT NUMBER: 1"203 T a m Sheet: Of: ELEVATION - A LISP ** ALTERNATE SPAN RATED 32/1.6 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING, THE SHEATHING 20'-0" MAX 20'-0"MAX THICKNESS IS 15/32".) IF 15/32" IS SEE DET. TB03 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS G.C. TO PR( BLOCKING- W/ APA RE( FOR SPAN F 7/16" OSB, SEE"HIP/R BLOCKING" EQ. o - W Q a CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN. SEE DETAILTB04- - - - "X" BRACE SEE q )VIDE DETAIL TB01 a -0 COMPLY o - IOMENDATIONS - ATING OF 4 - - - DGE DETAIL - - 4 — — — 4 — — — O 4 O � � a TOP & BOTTOM CHORD GABLE END BRACING CD —� 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2)'T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBOS I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NES 4 FT. 3 !--------------------------- 0----`------ --- — ------ -----" I O 1 4 FT. I 1 � 2 ,� I 5 FY. 4 Fr - --- 0 ----- O iO I < I 5 Ff. 4 FT. O \F�r..�'�"4 I 11 OO1- ----4FT. ---20O OIMAILATBASE 2ROWS@4"O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL O NAIL OPENING PERIMETER @3"O.C.W/SdCOMMON NAIL NAILING. ZONES (SHINGLE AND TILE) O NAIL INT-AT 3" 0-C. W/ 8d COMMON NAIL ZONE 1: Sa RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" 0-C IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C.ON EDGE AND 6" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 8d RING SHANK NAILS @ 4' O.C. ON EDGE AND 4" O.0 IN FIELD (NOTE: IF 5/8" PLYWOOD. IS USED, CONTRACTOR MUST USE 1 Od RING W/8d COMMON NAIL SHANK NAILS) O, PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER NOTE: W/8dCOMMON NAILS@4"O.C. O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 OR ROOF SHEATHING:{APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) MEMBER IF GABLE END NOTE: Sd NAILS FOR WALL BE MIN:131" X 2 1 2" T L SHEATHING MUST / DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY ATTACH PER NAIUNG SCREW PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ O AT ALL EDGES. A MINIMUM 1/8" SPACE IS STUD AND OR BLOCKING RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA X 13/4' STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8° 15l32"OSB EXPOSURE 1 (2)-2x TOP PLATE 15/32"OSB BEYOND EXPOSUREI SHEATHING SHEATHING q u u I II 11 II II 11 I I PROVIDE I II BLOCKING AS II II REQUIRED PER SECTION X-X IF NOTFULL II _II HEIGHT SHEET C II II II II II II II II ® LOOR SYS; 1=8m L�OOLLn t;1L 220= N W LL 5 5_ W LL SHEATHING 2x4 P.T. BASE PLATE BEYOND 2x RIBBON VERTICAL HORIZONTAL SEE PLAN OR BLOCKING WALL ELEVATION DIAGRAM BETWEEN "S" = NAIL FLOOR SPACING SYSTEM AT ALL PANEL BLOCKING /8 LOCATIONS MIN 2 X 4 92 SPF /B" TURNED VERTICAL W/ 7/16" FLITCH PLATE TO WI (2) 12d TOENAILS EA. END. NAIL /4" I /2. FLITCH PLATE TO VERTICAL I S 1/2" S W/(4)8d NAILS (2) 8d NAILS @ 3" O.C. S l2' ALTERNATING STAGGERED SINAI F NAILEDGESPACING DOURI F All Fes,_ MAIL SPACING BLOCKING SECTION X-X 'CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 IWALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. I I I I I II II SOLID 2x w I III I I I II II I III II 11 II I BLOCKING @ ALL SHEATHING %� III III C III II II ll' III I I II I: I EDGES(SEE n0 tD SECTION X X) N= III III III OPENING III_ II 1T I -ir- III - - I II II III III IIII III II 11 III II II 11 II II III 2XSTUDS W O BEYOND. - 1r I1 II I111 IIII IIII I I II I II II IIII I II it II II II I I SEE PLAN o w �? IIII II II IIII it it 11 CON TRUSS ID BEARING POINT A02, A03, ADS, A07, A09, All, A13, GI - 05, EJ7 H17 L / R cilp, C13P, C15P; EE7P, HJ7P L/R A01,B02,006 L/R A04, A06, A08, A10, Al2, A14, B03 L / R Alb R A16 SUPPORT COLUMN R PO4 L/R P03 L / R A35 / R C01-0O3 L/M/R C04 L/M/R "E03, C0'S CONTBRG f TRUSS MANUFACTURER.ProbL'Id/Bf3 "DAT L=LEFT, R=RIGHT&M-MIDDLE BEARINGS.-' BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER ALL CONNECTORS ARE SI MPSON PRODUCTS TOR SCHEDULE FOR: ADAMS HOMES-2117 ELEV A w/10' x 20' PORCH TRUSS ACTUAL CONNECTORID CONNECTOR UPLIFT FASTENERS NOTES UPLIFT DESIGN RATING -740#Gr less HETA16/PER TRUSS MFG 1810# (9)10d x 1-1/2'' -341#or-less H2.5A/PER TRUSS MFG 600# (10)8d (9)10dx 1-1/2" -801#orless HETA16/.HETA16 1810#/18104 (9) 10d x 1-1/2" -655'#orless HETA16/H10A 1810#/1340# x1 1810d 10d x 1-1 -1/2 2" (10) 10d x 1-112" -1640 # or Tess (2) HErA16 / (2) HTS20 2035# /2900# 46 10d x 1-1/2" -1640#orless DTT2Z 2145# 1/2 WA. SDSSCREWS (8) 1/4" x 1-1/2" (18)10d x 1-1/2" -738#orless H10A/H10A 13409/1340# 18 10d x 1-1/2" - 1301 # or less (2) MT512 ( (2) MTS12 2000# /:2000# (28) 10d x 1-1/2" - 28 10d x 1-1/2 - 1824#or less (2) HETA16 / MECH 2O35# (12) 16d - (9) 10d x 1-1/2" -556#or Jess HETA16/HETA16/H10A 1830#/1810#/1340# (9)10dx 1-1/2" (18) 10d x 1-1/2" (22) 10d 5/8" ATR w/12 EMBEDMENT -3897#orless -;MGT/MGT/MTS12 3965#/3965#/3000# (22)lOd W/SI MESON BET" EPDXY @ ( (14) 10d x 1-1/2" MGT -87 PLF or less ; NAILED 462 PIP (1) 16d @ 4" O.C. SEE DETAIL GE01/S-4 p IB IB IB IB IB IB )B IB IB IB F 4�J1�I ' I�IC._4�JII�a( I���III�IC� 4 - w =0R TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 91 1901 SIMPSON- CONNECTOR SCHEDULE TYPE CONNECTOR BFABTENEAB BPF gyp AMETO FETAl6W(W1Odx1I12'OR 1B10. BONRY HET=W(9)I0dx l Ur kw TO H2.flA W (10Rd NAILS b3a SM FRAMETO OFRAMETO ,ry 12"EMI MAEONRY BPL OFRAME TO FGTR W R8', MASONRY AM M 112- LM FRAME TO S(7 MASONRY SEEW O FRAME TO MASONRY/ (2)LGT2 1N"x2 FRAME OR(28)1N 0 FRAMETO MASONRY/ (4 wT, 8Lis) LB FRAME OR(62)1E SEAMTO HW100PI N/iElw-I IW IDE 1Dlo x 1 V2' AT 2 PLY TRUSSES 930 RTIO d x 119• EAT EXTERHM 860 "a Mn_ .UDE(3)l2d TOENALS LW NLBA4DSM' kTA.WIT' 3S0 SEES MUG X SIMPSON-SET- EPDXY 1TE M x 11W(AT EXrEPoOR Ht ;LIAE(3)l2d TOENAILS 12Ab 191D LI 1 W. 1 112'(AT FxTERIOR 2490 2810 12EH DUDE (�12dTDENAL.9 LOC NALSAM(2)5B' A.T.R. 'RUG 4ENTWVMP90N"SE7 lam W ;HUT4 FOR3-RY) "x3'SOSW000WREWS 3400 4%T5 15 THEN HD ANCHOR BOLTS 16)1 W MNKERS w-171E1,12 17N 2m $ ELO O) 18d SINTERS B(14) 9506M 1060M TITEN(2PLYTWSS) NIERS FOR FRAME(EA) =OF S7AF 1, q 1) 214- x 3' WE SCREWS 473(FM 85]0-M TRENa?LV TNue9) 5310c aeso-F B— RA20 ve/(10)1W x1 TV INSIva MTTAwI(IORINAILS 015 alas IT16Awl('17J1 W x 1 la 895 1030 e)IWx11/2' AT2FLYTRU8fl M law (14)1 W x 1 12' (AT EXTERIOR LOOS 1186 N INCLUDE 3)12d TOENAL (28)IM NALS AND Ms' AT.R. W 3390 440 MENT W SIMPSON'9EP EPDXY d(V)IWx11IT(ATEXTERIOR 12W 1630 ON INCLUDE (3)l2d TOENALS wl(4aEt0a x 112' PR E EAIOR 2s70 3W0 I INCLUDE (Ell2d TOENAILS (EA) (16)1W NAILS AM (2)W AT.R. NBEOMENi w191MP80N `SE7. 7020 9790 IMTKJGT3FOR3 Y) (12)W83WOODSOREWSAND 7100 310041 3B00F &WF tl480 F L2 SEAMTO MASONRY/ HU46UF1' HLxx6W(6)lw NAILS A (12)114'x23M•TITEN(TOMP6.) I ON1110 UISM) coavi 1W135 El.. iHLMS,wm iW--b 02)/10x23/4'TAP°ONS(TOMAS.) Oil- UXI030 d2011 U#650 FRAME OR(12)IM&jS)lW(F0RFRANE) SYP-i 6YRM OR(12)16d6(6)1W(FOIRFRAME) SYP-P SYPN FRAMETO (2) IETAI8 OPT M RETAIN 1'Ma law (2) HTM80Pr(2) HTA20 1170 O MASONRY 1-PLYW(10) 1 ad. 1 VT OR 2365 0115 1-PLY W/(10) 104 x 1 Ire OR M30 2 RY W 112)191 2RLY W (12) IW HrSM/6W(811WNML6AND (4)IAWIAF an$ 1110 HTWM16W (51106 NALSANDN) 1/1'x13M" Ira 122s OFRAME rO TAPCONS OR WEDGE-S0.r MASONRY HTSM2an/(10)IW RAILS AND 111-W 1W Sala 1110 ° HTWM20w1(10)IWNALSOND Ell 19"x1 sM" TA CONS WE03E-EOLT 11M LEES ©FRAME TO 14103 W (5) W.112' NAILSAND (2)"W' ]80 91D MASONRY. TITAN HD FRAME TO DTr22 W(a) 1M•x11/T SOS% Dl6n W(8) 1M'x1 DT M15 WOOD 0 MASONRY 90REWEANAI (1)1l2'D AT.R. EYOAEOW SIMPSON'SE1°SEENCTEB4 IBM Z45 SCREWS AND (1) 1& a ATA. EFOAEO W 3 MESON 3ET'SEE NOTEM 1E10 1235 FRAME TO Hrrb W(Re)INd I?NAILS AND III wO HTf4S W128) 1Bdx2111'NALS AJD(1) ® MASONRY ATAEPOJOEDwISINPSONNIET F Norre"REL0(SEE 4375 6080 WO A.T.R. EPDXIEDWSIMPBON TET NOTE IM BELOW) - 5005 PRIME 1RT4 W(M) 1W X2 IN' NAHUS AND 11) 5M-.0 WT45W(18) 16d YM 11T NALSAND(1) ® MASONRY ATA EPDXIED WI SIMPSON"SET' 3640 4235 W-0 AT.R. eMXILDw1S1WSON"BET - 4160 SEE NDTE84 BELOW) EEE NOTEN wi-o OFPRAIEO HIOSwI(24) iWx1 I? NAILS T8a 910 LUGT1 W 123)8dx111T NAILS 875 1045 0. FRAME TO Willa W(4) 19NI 1/2"SOS WOOD 760 RTIMWIW 1Wx I I&-NA-Sb MASONRY SCREWS&(5)1M'k21M'iAPCON3 760 (4) IM x i 3M TAPC049 1395 1995 FRAME TO WIT W 06)114'x SDS WOOD SCREW68 O MASONRY 11) AB"B AT.R. EP01D6D W SNPSON'SEP' 35N 4940 W 12-MIN EMEli w METO (2) VGT W(32) lAw. SDS WOOD SCREWS O MA80NRY 4(2)&W0 A.T.R. EPDXIED wl 3IMPSON En 7186 SE1• W IT MIN EMBEDMENT OFRAME TO VGTW 10114 x9"SDS WOOD9CREW88 HDU4W%5W(10)IA4-4 Q'SDS WCOD. 32E5 4586 MUOTi5w112211W NNL68HTr45 W(18) 4160 FRAME SCIIEW88(1) BIB BAT.R. 10tl NVLSbiI)M8"BAT.R /;;L FRAME TO (2),HT11 W(M) IW52 la RAILSb Ra Ma Rl(U)13d9L!12'NAILS \*I 437E 1 5699 I - 5005 2, ,LLLTRUBSTOTRI SCIXMECTIONSAREFRWM09YTIdl9SMANUFACrIIREA,UA.0ONP1 N. J. O.C. MAY USE EITHER SIMPSON OR USIP CONNECTIONS. SEE FRAMINB4 FLAN FOR CONNECTOR CALL OUT. 4. FORVIVICE PLYTRUSSES,SCAB ONFULL FEIGHTSYP41 Txd"TO TRUSS VERTK:ALN'EB vtl (2j ROW6°F 10tl MILS @ 7O.C.STAGGENED A MINIMUM A.T.R.EMBEDMEFR:S'EMB'eDMENT FOR ln"A.TA.6'EMSEOMENTFORMB'A.T.R.3'EMBEDMIEMFOBAB"AT.R.BFATSTEP, DEPTH IS FROM LOWER BLAB)_ 6. SUB TRISB CHORDW 4'L'2x SYP42(MATCH CHORD LUMBER SSE)wl(2)ROM 10d@4' FROM ENDS 4. O.C. STAGGERED: CENTERATOONNECTORLOCARONAS MUCHA3POSIBLE. 0 MIMMALCONNECTORUNOONFRAMINGPLM 1. CONNECTIONFOR ALLROOFIFLOORTRU98EBTOMASONWWA OLINTEI&ICFWALLSUNOONPLAN 2. CONWCMi AT24"ORS O.C.PENMIN RTIGALSFORALLf RTRUSSESPARALLELTOMASONRY WALLS SEE DETAIL F012309FOR MORE INFORMATION 9 CONNEORON FOR ALL HIP JACK(CORNER JAoEl TO MASONRY WAECsHor WALLEAINTELE 4. GONNECRON FOR MI-CONRNUpU9 RIM ROARO TV TOP OF MABONRYAT 32"O.0 MA%. W(2)AT EACH CORNER.G.C.r13YEAISUL ETION DOESNOr CONFHLTw?JI(IFAFFLIMWI(LAYOUT S CONNECT ALL FLOORTRUS6E5 TOINrEPoOR BEARNG WOGD WALUBlAMS wI (2)1W TCNALS 0 MIMMALCONIECTORUNOONFRAMINGP.AN 1.. CQNNEClIONFORJACKTRUSSTOWOODWAULORBEA101 0 MINIMALCONNECTORUNOONFAAMIHOPLAfI ROOF FRAMING NOTES S. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2.T E EXTERIOR CEILING FOR THE ENTRIES A H 0 C G 0 ES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED,AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL ° SEE TYP. WALL SECTION 2X4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG T-NAILS 0 2'-0" O.C. SECURE)-0HANNEL IP 12" O.C. METAL DRIP EDGE 2 x SU&FASCIA ALUM FASCIA I CONTINUOUS VINYL ©G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'0" T Q peg®si p°m�`';\,0 CV '- d • �O. Pxi ix . 1R ... 2 O � . a s n i i (D O � m & I p ery9 xry. W E ° gwg�� EpQyL F �1 �j 00 00 IfCI x$3 a M10 ik J# ik N pR (y n � � a.gS-wW Lu O pp v SL C W 52—£q Ba Cm G K v +y tjUZ9myy 2 0 oaaP 2�a(X J o Qa 8@ LL 0 0 o N $aq� z o 6N r .E WWW.FOSENG.COM ❑ � ❑ dUI rG �8 Z 71 W Z� za C Q p� Ja � ��lr1.�..�.�.�•B,!�II Ln IS C_ Q' U ' m W F .V o E 0 Tc Mn _ U L°N E N W,00 _ H U In c -4 D �II DAM Q 6S a°m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: IE PORT ST. LUCIE � V Job Information: N m a TO N c m 0 3 Q a 7 0 LU a L a 1 _I ti = tJ 0! E01 (a a E v TH 04 DO-w m LO H Lu 9 0 _3M cn LL Model Name / Number, 2117 v Plan Issue Date: Wednesday, January 29,2020 , KA PROJECT NUMBER: 19-8203 Y Sheet: A Of: ROOF (PLAN A UNTEL BEAM: - 1 COURSE LINTEL BLOCK W/ 1 # 5 NONSHEARWALL SEGMENT BAR & 30DO PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN, LAP 25" (ACI 530) FOR MORE INFO . * MPJI F SLAB MS02 I TYPICAL SHEAR WALL SECTION N.T.S. -TYP. TIE BEAM W/3000 P.S.I. GONG. W/135 REBAR CONT. SIMPSON SPA W/(6) -10d X 11/2 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS _dam DOUBLE 2z TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO J FILLED CELL W/3000. CONIC. #5 REBAR VERT, BEARING WALL SHEARWALL FRAME WALL .M.U. 2"x#2 SYP/SPF P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3)1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPOONS OR (8) 2 7/8"HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAM a (EXT/BRG/SHEAR) WALL TO N.T.S. #5 RE INE 20" MIN. LAP BAR A fI3 OR 4 4 REINFORCING T) BAR mod. #3 & #4 I AP SPLICE m 25" MIN #5 STD. 90 HOOK "SGBAR 0 #F Ayl PCP�IfF SCALEt"-1'-0" .LAP 86 REINFORCING BAR * GRADE 40 U.N.O. 96 TAP SPLICE I MS051 REBAR SPLICE DETAIL -GRADE 40 1 N-T3. ATTACHMENT REQUIREMENTS TAPCON3 SPACING #ROWS N 1/4"2a4"12" O.C. 1 1/4" X 2a4"12- O.C_ 2 1/4`X2S4" 12°O.C, 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. "PRECAST--- :LINTEL w a 13 BUCKS W � I UCKS W/ 1/2. O.S.B. BETWEEN FASTEN PT 2X NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 114"X 4 1/2" TAPCONS- SEE OTHER NOTE FOR FACING REQUIRED MS11 2x BUCK DETAIL N.r.s. 01 0 ALL ELEVATIONS 0 HURRICANE ANCHORS (Typ.)- y 4 Reua AT Tor nix m zmb I-0rz' cLCAR GMJI 4' r aRwT E $ 9 WSdR AT PO�TOM �. or 41NTe4 c4vl'r EOiiOM RiINFg6.MlG TB/e°dCTJdL rgpVIPPP IN JNr6 ® u�NdL tH�M NArlle9) TYPE DESIGNATION F ° FILL#ID WIT! 4iPD'Ji / U • INFLIID la u m OF ro F:®AR At eorron a uwIeL mint SFib-18/1TII Nor'l1Yu. IMP1H LCWAk,IT.cG r+anNaL-lelaur Al ,pP MATERIALS 1. fc precast limels = 3500 pal. 2. Pc prestressed lintels = 6000 psi. 3. FO grout - 3000 psi w/ IMMIMum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressWe strength -.19DO psi. S. Reber provided In precast lintel per ASTM A615 GR60. 6, Field labor par ASTM A615 GR40 or GR6O. Prestressing suand per ASTM A416 grade 270low relaxation. 7. 7/32 wire per ASTM A510. B. Mortar per ASTM C210 type M Or S. GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled limels as required. 3. Installation of lintel must comply with the architectural and/or stfucbUral drawings. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical eel; reinforcing and gr0utmg. 5. All lintels meet or exceed L/360 vertical deflection, except Iintela 17'4' and longer with a nominal height of 8" meet or emeed L/180, 6. Bottom fend added tuber to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire SUMPS ere welded to the bottom Steel Tor mechanical anchorage. 8. Cast -in -place concrete may be provided in composite [Intel in lieu of Ironcrete masony units, 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10.1-intel min. depths ate called out on lintel plan. If contractor installs a deeper lintel than Indicated on the plan, doing this Increases the strength of the lintel and is approved Without engineering letter. if Smaller lintel Is installed Contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception' Safe leads for unfilled lintels must be reduced by 20% if bearing length is less than 64/2". I Safe loads for all recessed Ilntals based on 8" nominal bearing. I 2. N.R. - Not Rated. S. Safe leads are total Superimposed allowable load on the section specified. 4. Safe 108ds based On grade 41101 grade 60 field labor. 5. Additional laterel load capacity can be obtained by the designer by providing Sectorial reinforced masonry Wave the precast lintel. 6. One 47 tabor maybe substituted for two #5 robots In 8" lintels only. 7, The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8, For composite lintel hat." net Shown, use safe load from next lower height. 9. All safe loads In units of pounds per linear fact. PRECAST 'U- LINTEL W/ 3000PSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE - / WITH TOP OF WALL UNTEL SCHEDULE FOR REQUIRED / REINFORCEMENT M 1 REBAR ON BOTH SIDES H" OF OPENING U.N.O. PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL &FILL SOLID W/ (1) #a BAR FOR ALL WINDOW OPENINGS 6'•6" n P. ," .. J.O. STD, 90 HOOK M REBAR e`xe"z le. CMU U.N.O.O. SEE FOUNDATION • SEE F PLAN FOR L MS01 I BLOCK WALL REINFORCEMENT �{ nn o'. full �TYP. BOND BEAM 8"x8`x16"K.O. ; LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIA. F REBAR I I i FILLED CELL FROM TO 1 # BEAM WITH 1 #5 n BAR MIN. -TYP. DOWEL 25"30) MIN. LAP S E 4 ••• 3r M.. N tSo. 5� b c N 3 r� • S� T`' 'J w � R-e Ofjr _1N: c IN\_ l� JP -N i lei v C D IV N 8 v i 2 ^$¢ 91 t(D NT 2 g y w g m F. In CN 00 F ak # zk a-9H oE R8y IL=��=� ESB 0 0 -low Bed 2 o rS WWW.FDSENG.CON ❑ ❑ ❑ Ur rx Z r- O / Z M QQ Z v Q Q � a � � E I ) o w o V) 0' m t- , U E (4 E T � U 94x I = N t- Vi NvY * v c� minC Qmdm 6 ® DAMS HQ i r F ur�nl�lwrwl��l� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32553 DIVISION LOCATION: PORT ST. LUCIE Job Information: I 0 C E2 O 7 LO LLJ In y U 1 W N I vie (N d D H U m o a 0 LU VA m U) f/) ao LI Model Name / Number: 2117 Plan Issue Date: Wednesday, January 29,2020 VI KA PROJECT NUMBER: 19-8203 Sheet: 1 Of� LINTEL PLAN 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2) Y2"x5+' EACH END SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL " DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT °r+•" V W/WASHER.MIN.6PER a TRACK TO JAMB. (s) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" a Y "J" BOLTS WASHERS SET IN " ,, 0 FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o v SECTIONAL @ OVERHEAD h DOOR CONT. P.T. #2 WOOD SYP 2" X 6" r / TRIM ' ,• ®t`®Llslaa+p�sdJ O f O9 ���® 2"x6" P.T. WOOD JAMB " O DOOR AND CONNECTION PER 6A "'* N° 37 N GARAGE DOOR MANUFACTURER GARAGE SLAB oco N TYP. GARAGE DOOR t co TRACK MOUNTING DETAIL o -ozA,G�''� NOTE: DETAIL CD22/ S-2 MAYBE SUBSITUTED FOR THIS $ s ®sr)g�gr,aia DETAIL- UNLESS NOTED OTHERWISE v v a � MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM n v a 0 E tr " W m uS F r. N r- � 3"' Q N LL Lq BLOWN -IN R-30 INSULATION PER FBC g a ui N a. Z AND ENERGY FORM SUBMITTED WITH `3 < BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED PERMIT APPLICATION PROVIDE BAFFLES 12 AT EAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR s� F $ a o m m o U �.- " m SOB a " a F � '� M 12 WITH PERMIF APPLICATIONROOF g ? ry aTILE''' d ¢ a � T $ ' PROVIDE BAFFLES AT EAVES SEE PLAN OVER APPROVED UNDERILAYMENT m o , u J O s - a o SEE PLAN (FOR VENTED ATTICS) PER FBCR ROVED OVER APA ° o m B W U F- FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING NANN.FDSENG.CON ❑ 0 El TILE ROOF (PER ELEVATION)(SEE TRUSSES @ 24' O.C. STRUCTURAL NOTES OVER APPOVED UNDERLAYMENT FBCR 905.1.1 OVER APA ,{ FASTENED TO TRUSSES PER ROOF 1 �, NAILING SCHEDULE) n ` (9 0- /\ z PER 1 v 1'W g PREENG. W000 RATED STRUCTURAL SHEATHING TRUSS ANCHOR (SEE PLAN) h z " ( TRUSSES @ 24" O.C. SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF" ' \:�'`-���� '. - — _ _ _ SEE PLAN FOR ' ERG. HT. ` z :4 ¢ `o NAILING SCHEDULE) 1/2' DRYWALL—'3 -� TRUSS ANCHOR (SEE PLAN) T BE INSTALLED ON OUTSIDE - 0 FELT PAPER OR • ° METAL DRIP EDGE TRUSS PLATE ///���a % ( ■ — s v " " +' " '; " " " '• FACE 1 2X SUBFASCLA (TYP.) FRAME FOR BUILT-UP ° g - — — — /\�►/1 3/4" P.T. NAILER ;r CORNERS min (3) 2x4 OR 8 U 1/2" DRYWALL PLANS SOFFIT. SEE ARCH. 4x4 w/ 2x4 POST UNDER EA -^ ° w -METAL DRIP EDGE CURTAIN NAILER fi 2 X 4 P.T. PLATE ENDLEOD SUPPORTING BEAM. = O E U- 1/2" DRYWALL CONNECT ALL lac STUD 2X SUBFASCLA 8 x 9 x 16 K.O. 1 x4 P.T. @ WINDOWS r a LINTEL BLOCK 1 x 8 P.T. @ S.G.D. „ #5 DIA. REBAR & „ NAI8d NAILS @ 6 KEEP IN 3/4" FOR SHEATHING AND LATH WITH FINISH O.C. 0 O r 0 TO TOP PLATE WITH 4 18d TOENAILS O SOFFIT. SEE ARCH. O.H.W/ (1) ,"" SEE ELEV. 3000 PS[ CONCRETE (TYP.) ALL SIDES % i �. (TYP.) FRAME FOR COR- o a t!I n7 U m (C3 M PLANS - PRECAST "U" LINTEL H '^ /J o \ O \ QO y, ,O NERS FOR NON LOAD N o of 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE BEARING SIDES NAILED = as w/ 16d NAILS @ 8„ O.C. � O N � O w OSB EXPOSURE 1 ON 7 \\ ' 4�l9I1; 15/32 O.H. 15/3 1/2" x 8" J-BOLTS \ on MAXIMUM OF (3) - 2X PLATES MAY BE WALL W/ ALL EDGES BLOCKED. (1) CENTERED EA. ` (TYP.)4 COURSE HIGH A.F.F. L� ®A.M rJ HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEET813 FOR NAIL ATTACHMENT. SIDE w/2" WASHERS , CMU BASE FILLED w/ CONC b „ PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" A P W/ (4) VERTICAL RENF W/ (TYP-) NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP 0 FLORIDA CONTRACTORS UCENSE NO. CRC1330146 ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI CONC. ALL LOCATIONS PLAN Al -Al OF COLUMN 5 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN SHOWN ON FOUNDATION c GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN & FLOOR PLANS N o DIVISION LOCATION: LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO SIMPSON LSTA30 SEE FLOOR PLAN q PORT ST. LUCIE OPENINGS ARE INDICATED, FULL w/11-10d TO BEAM FOR BEAM SPEC. STUDS ARE REQUIRED). & TO FRAME BELOW m ♦ Job Information: NOTE; 44" MAX. SILL MGT. ON r s ALL BEDROOM WINDOWS. r VINYL FRAMED WINDOWO=° WINDOW STOOL W/ SCREEN CEMENTITIOUS DECORATIVE PER SPECS n PRECAST CONC SILL Noy FINISH 7/8" THICK PER ASTM N C-926-9aA N PAPER BACKED FOIL R-4.1 H ' a O a-• 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL i i r`ol 3 MORE INFORMATION). SEE TB13 1/2" DRYWALL PER FBC AND ENERGY FORM 1 SUBMITTED WITH PERMIT v EXTERIOR FINISH - (6, s N ` ON SHEET 6 FOR NAILING INFORMATION FOR (SEE ELEVATIONS) APPLICATION R 7 L ) j R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x Z P.T FURRING FTG. DOWEL #5 CIA. REBAR 1 x 4 P.T. 17" IN CONCRETE - 25" a .� w J 5 M N L` AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN WITH PERMIT APPLICATION BASE NAILER EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN SIMPSON MPSON HETA20 Al BUILT-UP CORNER MIN 2X4 $ > `= o w aN HO) w/2" WASHER AT 32" O.C. 6" FROM END WS07 WOOD BASE ON FOUNDATION PLAN 10d TO COLUMN Al (3) OR 4x4 POST N N a E WOOD BASE MIN, -SEE POST w/ 2x4 UNDER o m qE m 'E FOR TERMITE SHIELDSEE SEE FOUNDATION PLAN FOR i EACH END OF BEAM + (� m o FOR SLAB INFORMATION TOP OF SLAB _ _ � SLAB INFORMATION TOP OF SLAB � NOTE �, 2 X 4 P.T. PLATE ' m o O .I W W O BOTTOM STRAPS MUST BE J m u) cn \ m INSTALLED ON INSIDE OF e ♦ GRADE GRADE COLUMN. DO NOT BEND Model Name /Number: =Il,(' ; . c STRAPS UNDER PLATE. a °,��° " ° ° 2117 CLEAN PLACE STRAPS IN FILL . • , �Y °„UT ,f COMPACTED.. .� m SEE PLAN FOR RE -BAR QUANTITIES `-� CELLS w/#5 REBAR 'r +;; ..: (TYP.)4 COURSE HIGH CMU BASE ♦ Plan Issue Date: } t4 ,•. ;!' ^• FILLED w/ CONC -SEE PLAN FOR Wednesday, January 29, 2020 :,, " SIZE. TOP OF COLUMN BASE - SEE FOUNDATION PLAN 16" SEE PLAN SEE FOUNDATION • ' ` ' 2'-0" AFF ♦ KA PROJECT NUMBER: FOR FTG REQUIREMENTS PLAN Y 19-8203 NOTE: DETAIL CD21 / S-41 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE T o Sheet: S-2 (j Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=V-G" WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=l'-o' CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. a TYPICAL FRAMING DETAILS EILE COPY WOOD WALL OR TRUSS. SEE PLAN JCTURAL SHEATHING VARIES W/ ROOF SLOPE CONT. W/ (3) 12d AMON NAILS EACH D TYP. T&B USS OR ROOF SYSTEM LD02 (SHEAR TRANSFER EXTERIOR WALL ry 0 to � io ro. to 1" 1^k" 14a Q 4 4 (2) 2 x 4 LAMINATIONS W/(i) (3) 2 x 4 LAMINATIONS W/ 12) (3) 2 x e LAMINATIONS W/ (2) ROW OF STAGGERED 10d COMMON WIRE NAILS. ROWS OF STAGGERED 16d COMMON WIRE NAILS ROWS OF STAGGERED i6d COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL (DNEO INTO 102"", L= 3-1/2" OR EQUAL IDE FACE) �D = 0 eD ". L= 811/SIDE FACE) 2" OR EQUAL NOTFC, 1) ADUCENT NNLS ARE DRIVEN FROM 3) FOR 441LY, PROVIDE 1/4"DIA..51/2" LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL(SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 31C OF 4) REFER TO NDS SECTION 15.3 FOR THE THICIWESS OF THE LAST LAMINATION. ADDITIONAL INFO, WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2' CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) ' F.F. FOR OVERHANGS BETWEEN 5/8" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. N.T.S. MS18 I RETROFIT WALL OVERHANG DETAIL Ts. PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. UBLE 2X4 (2)12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) STRUCTURAL SHEATHING 48pM/a: 7/16" MIN. NAILED W/ 8d 2x4 STUD ` COMMONS @ 3" O.C. @ `�\ q EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x 8 STUDS. ` `q BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS SEE GE05 FOR �` �` TO TOP PLATE W/ (4)16d TONAILS (2) ON EA. STANDARD SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END NI (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING T" `q TOP PLATE W/ 8d 21/2" x 0.131 NAILS (SIM. w/ 2x6 NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION Z PIPE OR DUCT W/ UBLE 12d + +I ug PENETRATION THRU TOP SPLICE I+ +I y TOP PLATE w/ MORE C THAN 50%OF TOP ROWS 12d 2X TOP PLATE TO zz0 PLATE WIDTH INSTALL @ 3" O.C. GABLE END W/ 16d S SIMPSON PSPN518Z NAILS @ 6" O.C. a W/ (12) 16d NAILS TYP. I TOP & BOTT. A• NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS w +I a + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO ITUD BASE &TOP TOP PLATE W 8d 2 1/2" x 0.131 NAILS ' TE W/ PLYWOOD * NOT REQ' D. WHEN QT SYSTEM IS APPLIED SHEATHING COVERING NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL 1E15 I FALSE BEAM AT GABLE END N.T S 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL DSPLICE �C/�-OUBLE 2x8 OP PLATE 2x4 W/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-D" * CRIPPLES MAY/MAY NOT BE PRESENT. Q1F ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. OPENING G.C. TO O.S.B. W INSTALL (3) TITEN HD. W/ 2 8d EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE END EA END EA END EA END LESS THAN 4' - 1 2 1 2 >4' BUT <9' (2) (3) (2) (2) 0'-0" - 3 4 3 4 CONNECTOR REQUIRED P4 AT (3) 16d SEE PLAN -SG COMMON FOR WILL 2X SIMPSON / 24" O.C. NAILS(lYP)T W/ TYP. 1 � I �HGT. TOP AND ND BOTTOM M �� %%. ®�® f f f. / 0 140, 00, •1 �., O.C. SIDE & • • NAILER EACH END TYP. ! 2X4 SPF CONTINUOUS p • ••• p :. NAILS. SEE DIETAIL ABOVE ELEVATIONSEE •• ROUND/ SQUARE TRANSOM 13OX HEADER EACH END A 011VTA 61 M0141611031019011110 �--CMU WF39 I TRANSOM DETAIL. AT ENTRY 1/2"=1'-0" * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 X 4 CRIPPLE STUD TYPICAL (U.N.O.) - TF * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE iEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NABS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2' FLITCH PLATE HEADER.(U.N.OJ FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON H174 W/ (18) 16d NAILS &A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. SOT. PLATE 1. WF09 I WALL HEADER DETAIL N.T.S. WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON MUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" D.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's w/(12)-16d EA, TO COL. ALT: (2) MSTAM36 STRAPS CENTERED W/ (13)-10d NAILS Ea TO COL. TIE BEAM ;D04 BEAM @ RAISED ENTRY MASONRY WALL IN EXT OUT BEAM TO SUPPORT SIMPSON HUC410 TRUSSES IF SPECIFIED ON PLAN ' BUCKET SEE ROOF I. PLAN FOR MORE INFO , I SEE ROOF PLAN ' FOR BEAM SIZE & CONNECTION INFO I , -- -- SEE FLOOR PLAN .. - -- - 12 FOR COLUMN SIZE & ;) SEE ELEV. ---) _ ------- ` BASE CONNECTION IN OPTION A1/2" OPTION B OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN CONNECTION INFO SECTION A -A SCALE: 11/2" = 1'-0" A � A SIMPSON SP2 @ EA. STUD SEE PLAN FOR APA RATED STRUCTURAL SHEATHING - TOP OF BEAM MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O.C. EE ROOF PLAN BOUNDARIES 6" O/C EDGES & 8" OR BEAM SIZE & O.C. FIELD ® ONNECTION INFO' R-13 INSULATION AT EXTERIOR� 1 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED SEE FLOOR PLAN FOR WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS COLUMN SIZE &BASE EXPOSED TO INTERIOR SPACE) CONNECTION INFO SIMPSON SP1 @ EA. STUD -� 2"x P.T. PLATE 1/2" X 8" "J" BOLT @ 24" O/C MAX • °• 8" x 8" z 16" K.O. "O BLOCK W/ 1 #5 CONT. EE FOUNDATION CMU WALL • PLAN FOR MORE INFO CD11 I COMMON BEAM ATTACHMENT N.T.s. 'RED WOOD TRUSSES @ 24" O/C JET CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" TOP PLATE -2"x4" STUDS @ 16" O/C /—CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) WF42 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-O" v' $7 4 CA a No i 0 04 Ip'r ca D'• \ ST e � � e � �®69�®Ersrl Pi.Y 1i�4q C � N � - LL 0 f�¢ma a Q � gig DW. ui w (1133 er E Ua Wyaa. Z 0 mb laY��m "� ¢ m O IL 'gp fT$y� Rv B,., cl a i wi9 �. ° J OB L d J 15"g5 r°- 'A WWW.FDSENG.COM ❑ ❑ ❑ r M i � O I Z n M ' M p r Z •O z p Pik a o a rl o v5 co c Q$ ' CU — — 4- W F ) .V Q w 12 M � m s i U Ln � Q c j3A < 0) o m �� 0 ♦ MAIM Flh'O BAN FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: I D N I 0 O I L p 3 i 7 Lo 0) W J `� L > N O m •) ei N d U o _3 Uj aD _J m U) cn VI Model Name / Number: 2117 iVI Plan Issue Date: Wednesday, January 29, 2020 KA PROJECT NUMBER: I l."203 J Sheet: S=3 Of: ;�{/ a TYPICAL WALL DETAILS ) FILE COPY * DIAGONAL SPACED AT 20'-0" O,C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRAd,INNG DROP GABLE END TRUSS & 2X OUT LOOK RAFTERS FOR OVERHANG GREATER THAN TO BE LESS THAN 12". ATTACH 2X OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR ` OR EQUAL TO 450 O.H.UNDER -SPACE OUTLOOKER BLOCKS ® 24" O.C. NO STRAPS REQUIRED. MINIMUM 2"x4" 8d NAILS @ 4" O.C. WAIL AND ROOF CROSS BRACING �'" 4 - '� SHEATHING, SEE T613 2x4 SYP BLOCKING. FOR 'THING, (SEE PLAN FOR - l " ': BETWEEN TRUSSES @ 48' ' LOCATION) z%' ' O.C. MAX. FASTEN TO EA. 244 SYP L BRACE FOR D.C. TRUSS W/ 3-12d NAILSEEA.ND GABLES 3'-0" TO 5'-11" TALL , 2x6 SYP 1 .BRACE FOR ' a 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER. APPROX. 8" FROM RIDGE THEN 48" O.C. AFTER. NAILw� ATTACH L BRACE w/ CROSSING A 45� ANGLE@. 12d NAILS @ 4" D.C. GABLE TRUSS (NOT REQ'D WHEN GABLE IS 4'-1- OR SHORTER) FASTEN (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT m -o ' CONT 2x4 SYP SPANNING (4J RACE CONNECTOR FROM BRACE LOCATION. FASTEN TO TRUSS BAYS (8'-0") tJAILED BRACE TO SILL PLATE w/ 10d @ 3" O.C.(3) 12d &IAGO,NAL W/ 3-12d TO CHORD (MIN K/PLATE NAIL GABLE TRUSS -O PER JOINT ' 1ST 4 BAYS) f� TO TOP PLATE w/ - - 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING- , 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT 4 BAYS NAIL OVER X-BRACE AS SHOWN- AT 46, O.C. MIN. Y ' INSTALL BLKG. AT TRUSS WEBS ' " KNOCK OUT COURSE c CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP MASONRY WALL o W/ (3) 12d @ EACH TRUSS WEB w E ROOF SHEATHING, SEE NAIL TOP OF "T" TO GABLE40FT" TRUSS w/ 2-12d AND 1TB18 FOR ATTACHMENT SIMPSON H8 w/OVER JACK TRUSSES, SEE 3 M TB01 TYPICAL CROSS BRACING DETAIL N.T.S. i TB02 TYPICAL CROSS BRACING DETAIL N.T.s. 1o1odx11/2" NAILSPLAN. FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x11/2" PROVIDE 2X4 MIN. BLOCKING ATAys SIDS WOOD SCREWS GABLE BLOCKING w/ 2-12d TOENAILSIf— N o y r a a I e r rr CENTER LINE OF HIP/RIDGE, TYP. END TO TOP PLATE BEAM / TO GABLE TRUSS S 2-12d FRAMED WALL OR BEAM AND 1-SIMPSON H8 wJ I ay ee ♦'• �,O Tp J' �0• i BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP BELOW, SEE PLAN. 10d x 1 1/2" NAILS m W `eo Q • s*,.� �G ¢ °1�cS� �•'> N CHORD @ WOOD FRAMED WALL @ DUTCH GABLE ,v�4 �0 84 �' No ;cli g W a; A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERIAPTRU BRACING 3 o"O°°• g A E 0��', GEO1 GABLE END BRAGING N.T.S. WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP 'o �.t� °•%LC 'A ------ TRUCTURAI 12X4 PACE ADD 2X4 ALONGSIDE RIPP D SYP #2®a Rt-. ti I T Tyydb�` TOP CHORD WHEN REQ'D NAIL TO TOP CHORD c JACK TO PREVENT SHEATHING - - - - OF HIPPED TRUSS W/ v j SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 8" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) ROOF (2) 12D NAILS AT 12" O.C. MAX MINIMUM (3) 12d PER JOINT MINIMUM 2"x4" SPF OR m v 0 N t00 SHEATHING SEE • SPACED AT 10'-O" MAX SYP TRUSS BRACING E PLAN IT ro 4'�gF yy�II 0 N - N O 0 W U c t•' 00 ; U ~ yam LL €�g'4 2X4 BLOCKING 5 ® s�s�� 0 XS�g '^ ��",� BETWEEN TRUSSES HIP TRUSS c N € a SFCT. A -A ling 6 4c g U� j L4 Uj .gg as`III I,M& o F' � Z�am� ¢.mod TB03 HIP RIDGE BLOCKING DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL TYP N.T.S. -B $ @ ® OfJ J Q LA B'n� � 8- 9 WWW.FUSLNG.COM 1111 ❑ N (ID 9 h Z. N °� g TRUSS NOTES: $ Z M Q 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSUTP1.2014 L 0 J 0 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT a a 1° -- IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OFSHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED c .W Z G r.. L_.. TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS NO EXCESS CONCENTRATION OF ANY (D CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT 0 EVENLY OVER A LARGE AREA SO AS AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (OB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITIONTO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BYTRUSS MANUR SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL SE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. •u q 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT E O w 0 ATTACHED DIRECTLY TO THE BOTTOM CHORD OFTHE TRUSS, 01 t/1 M m 5- PROVIDE TRUSS BLOCKING ATALLTRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS p dM Lel m SHEATHING c F° F- W Op a p Q1 3 TO 4TRUSS AS SHOWN ATF TRUSS SPACES RECTINON ■1 Q W O RU VERTICAL SCAB 2X8 #2 SPF 48" O.C.A"DAM&,HgMI9S W/ (4)12d TOP & BOTTOM OR H5 SEE TRUSS (2}1 NAILS OR HCLR/LL IN PLACE OF (4) SOD SECTION TO E TRUSS REQUIRED® RAFTERS GREATER THAN B'-0° Be-0� FLORIDA CONTRACTORS LICENSE N0. CRC1330146 • 3000 GULFBREEZE PARKWAY SEE PLAN ourrL.ETop DOUBLE SEE STRUCTURAL NOTES AND NAILING m cG GULFBREEZE, FLORIDA 32563 PRE -ENO, TRUSS PLAATE TOP PLATE SECTION B B SCHEDULE FOR SHEATHING DETAILS y S(UD yypil VARIES ROOF m IE DIVISION LOCATION: SLOPE SEE PIAN d PORT ST. LUCIE CONV. FRAMED RIDGE MAYBE NAILED w/ MIN. VERTICAL SCAB 2X8 a2 \ \ 2X4 SPF BLOCKING / / ♦ Job Information: (4)12d WHEN IT LANDS NEXT TO PRE-ENG. TRUSS SPF 48' O.C. W/ (4)12d \ / \ BETWEEN TRUSSES / \ 2z8 BU ING. NAILED 0 EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. / / SIDE W/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4)12d REQUIRED w/ (2) MTS12'S REQUIRED 0 RAFTERS GREATER B THAN 8'-0" \ \ 2x4 SPF BRACE @ 48" O.C. - NAIL w/(4) / \ ,,,. p COLLAR TIE \ 12d AT EACH END & \ M T SHEATHIN RAFTER \ ALTERNATE DIRECTION O 2X4 BLOCKING BETWEEN OB BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) 0 EACH END, CONT. EACH BAY s a) `H I%T TB 2X4 SPF W/ (2) #7X&i/2' DB WOOD SCREW EACH TRUSS / / TRUSSES S' L J U cr M ALTERNATING BLOCKING I OR H5 0 48" O.C. / / SEE PLAN / / _ V J PRE+IJG. TRUSS E > O @ CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD ATALL HAND FRAMED AREAS TYP. \ / / CV d) N a i SEE PLAN FOR CONNECTION / / °i M � I— i �./ W LO cL 2X4 P.T. BLOCKING BETWEEN B SIMPSON A34 OR \ \ (USP MP4) @ \ \ / / 2 0 _I LV Z) DIAGONAL TRUSSES W/ (2)-12d NAILS ® AT S'-O' GOD 21(8 #2 SYP RIDGE BEAM 2'-O" ON CENTER \ \ / / Lo /�I"� `^ W V / EACH END TRUSS MAX 2ze RAFTERS \ /\ / 2X4 SPF BLOCKING BETWEEN TRUSSES rri MAX. w/ (3) 12d coMMON d COMMON \, V @ 24" O.C. MAX.w/ � ♦ Model Name/ Number: WALL BELOW TOENAILS TO RIDGE BEAM (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN / \ (3)12d EA. END (TYP.) / \ a FT 9 2'-0^ O.C. MAX w / (3) 100 CONC. MASONRY SEE PLAN 2117 COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD h ♦ Plan Issue Date: T&BDHDR TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE � Wednesday, January 29, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING G ♦ PROJECT SEE PLAN FOR MORE SHEATHING KA NUMBER: 19-8203 INFORMATION m 2x4 S.Y.P. �, Sheet: A Of. @ 16" O.C. o N T11315 I EXTERIOR NON -BEARING WALL DETAIL N•T.S• TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s ROOF FRAMING U AND BRACING DETAILS FILE COPY 11 0 E THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therm&Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" SPA EVE Ll 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES c„ 3„ 3n 3m 3" _ F i E 3nI LL 13" 3„ „ DOUBLE DOOR W/ SIDELITES 6' (PACE .VENLY 6 DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-000 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. 0 I {— TOP OF SLAB c� Do Z I 'll III °I III, t Ir- r I v a V of o z I ' f`-- 16" MIN. DIAMETER '_ CONCRETE FOOTING PROTECTION BARRIER DETAIL N.T.S. ;PACE .VENLY • 8' a 8^ e• e• \ NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING ° MILS. 3/8" MIN HEADS. a PER SHINGLE. to use In SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING f7RER. WALL FINISH AND EXTENDING A MINIMUM OF 8" ABOVE O'Xa'HGALV. VERTICAL RISE OF FLASHING RTICAL WALL FLASHINGCONT. AT KNEEWALL ENTRY PLASTER ST SEALANT ROOF SHINGLE$ 5" x 5" H GALV. FLASHING CONT.1 ; , FLASHING DETAILS 6" HORR. NOTE THIS DETAIL IS REQUIRED LNG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET f KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP W/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATIONOFwINDOw ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2 PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY = JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S I BY OTHErt5 O,A.-WINDOW HEIGHT E7STERiCJit iNTEF2TlDlt Ir f TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1VER THE ORP EWE RAN HL-CHANICALLY IASiENELI. 'EMER WHERE TIE Veed. 177 KM/GE WRH SECEATER 0 17T xMMI OR GREATER 0 ;xdEEDICALILYAMTD,o6E nth HRN ICALLY FISIFNEDi Maailnum Faster Spacing . (lambs, Head and Sill) at0 Soexx MourdnB Flh Bit Fixed ft View Willow OF a Wall Framing: - a25pruce/Plra/fir Q Bet*r Slllcone i`10 a 1-]f2" — screw Perim. peneard on GW1619 Bead 1-316" Cross Section View Mnlmum eierla BNeMinp praect the blocks from stretches and other damage UntileMstruRbn is mmphd, Sheol Measure to be sae the opening is 3/8•tn 112"larger than the window an both veltlalN and ha�nfally. • You may wish 10prelddll the installation holds in the fin at this tlme. IXs Vie My6Pofhemoun Mr, as are not Step 2 Apply a generous head of silkAne to the backside tithe mounding All Use enough sNiMM to sufficiently BII all surds between the m and the well Meath. Step 3 Irsertthe window dean the opmmg from the outside. The WNW b labeled "hwide" and "outg0e", but O these labels have been removed, the 9WIN bead should always be m the inside of the building. Step 4 Install shims under the all, ad)ustlng den uml the unit 5 plurnh In the opening, arms should be Installed under the III every 2 fect. The window should be basically centered in the In with no more than 1/4" gap between the window and wall framl . Step 8 hr! ae10x 1-1 'saew 4"het the armor of the fin at sad, end of the head, sill and both jambs. Step 6 Install the rem ding fasteners in 8" Imm ants from the corner strews to the meter death frame member. Use rarenot m over tighten the strews and pull them through the fin. Aldo, make sure the strews go in sbahght and do rid muse the from to bow, WaBfrarwng should be a mlmmum of 92 SprucejMne/Fir. Farsamsm should be a10 screws Of soRdent WO th achieve 1-30persetration Into the wall and no Im own 1/2" from edge of framl . Fastener quantilles needed in each side of frame to achieve 8'spadna RM 8 If desired, a foam Insulation can be applied to the mtedor gap betvean Ors window and wall hearing. ff appNed, MBmusobe the NONEXPANZIMS rl"yfF0AM, Sep 9 Snoe then winecws are typimNy used in rooms with high neat re, It; bathrooms, it 5 recommended due the mterbr gap between the wladow and wall framing also be sealed who Allmne and tooled sou as nil M Interfere with the installation of wallboard, Ole a him. Star 10 Once all mnstruUbn 5 complete, remove the bubble wrap from the "'side and ouWde tithe window. IfnemRary,dean Oo _-b1i with a mild detergent and warm water uslm a soft duth. Failure to follow these procedures will void any and all warranties GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method Approval # Roofing: 1st Choicel COUNTYAPP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL7006A R710 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: FlOTIda Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. ff--rid a venP3M EDGE ANQA"!2.Q- TYPICAL MAX FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice WOODLAND II UNDERLAYMENTS-HVHZ TYPEASPHALT-SATURATED, UNDERLAYMENIT SHALL BE APPLIED AND FL15216 - R3 INDUSTRIES# 0 ASP TSA. TED ORGANICT ATTACHED IN ACCORDANCE WITH R905.1.1 I FL17206.1 2nd Choice Overhead Garage Doors: 1st Choice +30.0/30.0 CLOPAy 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH (511/2" DIA. x 8" "J" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 73W6 8 x 7 FLd.5279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. FIBERG SS DOOR GLAZED INSWING 2X BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" MINA" . ROMTHE TOP &BOTTOM OF INTERSECTIONS AND MIN. ANDTAPMIN. D.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 2nd Choice +67.0/-67.0 THERMA TRU-CORP. FLUSH FL20461.19 FIBERGLASS OUTSWING ED BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 4 1. TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. ("ICAL ALL 4 SIDES Siding: 1st Choice +0(-146.3 The TaODD Group 7" Staggered INSTALLAITON EASTERNERS ARE GALVANIZED STEEL ROOFING Shakes NAILS i'A" LONG WITH 1/8" DIA. SHANKS & 3/8' DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL FL20403.17 N.A. N.A. SHALL BE BEYOND WALL DRESSING NA. Windows: 1st Choice +40/30 MI WINDOWS 3540 SERIES Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN, i'A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS LTH. TO PROVIDE EMBED. BUCK. FL 17676.1 R9 +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 +50.0/-50.0 MI WINDOWS 3540 SERIES F00R NSTAUATION THROT BUCK USE OD SCREEW O SUEF ENT LENGTH TO ACHIEVE 1f"INCH MINIMUM EMBEDMENT Picture window IN WOOD SUBSTRATE. FL18644.3 R3 Mullions: 1st Choice M-1926 MI WINDOWS Mullion Vertical FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5796CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A FL 18504.1 Horizontal MINIMUM FL 15SO4.2 M-1926 EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 US BLOCK 825 FOR UNIT INSTALLATION USE 3/18" TAPCON ANCHOR FL18644.3 R-3 WITH MIN. 14a" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1St Ch01Ce +55.0/-35.0 1 KAYCAN LTD 8° BEADEDVINYI F 1 1/2" NAILS 10" D.C. IN DIRECTION OF SOFFIT LENGTH FL16503.4 R-3 Hurricane Pane... IS: Ga 46 PSF EXT HURRICANE STORM DIRECT MOUNT, TOP 1A1"-20 MALE PANELMATE W FL16293 1 1st Choice / Galvanized / 46PSF INT. PANEL MFG, INC. Steel Storm WINGNUTS AT 12'fz O.C. BOTTOM'k"-20 SIDEWALK ParteLs BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved heir use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: A. # 56126 Name: TODD M. BORN Certification Number: Fl. # 82126 Name: Luis Pablo Torres Certification Number: Fl. # 87864 f . I m v N s 0 0 N a a; d q« S 3 ev`�te5ttur ell�f 0,.. �9<.,�� o �� e° \G E N S ° "°S s°� O �: hyo g7 4 e N CO o p ° STAT F D w � s 0Q �h ,O�` JShcl ytlyll N a ii g 0 m E 4 to -t to C103? W Li f?i (Ji V m � d ,s �'➢-nOff' az aSec taye a �-�a�u5,LLt9icm s 3 PHI cc � m8$ Of 0 y 9 1 w VAVIV.FDSFN'eCOM ❑ El ©❑ 0 N N M Z M O Z m c ¢� Ln a � za U /QJ 5 i� W o E E U — m 0 w "� c co Sillp N 1- dM ti wl M m U 2C4E c o G �" a DAMS HOMES • FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a F DIVISION LOCATION: PORT ST. LUCIE S VI Job Information: d 'a �- o /'\® o IL lassesses n LO Z3 DT LLJ V E V) m > N O N N g 1-1 N cL G N m �H`SC�m Ln _ o la ®_I ILL] o 0 _I m (0 (!3 Do Model Name / Number: 2117 Plan Issue Date: Wednesday, January 29,2020 VI KA PROJECT NUMBER: 1"203 T ' Sheet: Of'. S-5 MATERIAL REFERENCE INFO (PSL) CII F rni3v MECHANICALLY FASTEN AS FOLD TI WEATHER NECESSARY IN CORNERS THROUGH ,, RESISTIVE BARRIER WEATHER REsIsrlvE FLASHING REQUIREMENTS THESEDETAILS ARE GENERIC AND MEANT TO SHOW SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS ., - WEATHER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with aweather-resistant exterior well envelope. The exterior P RESISITIVE BARRIER WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a s WOOD FRAME CONSTR. material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior II• TAPE EXTERIOR SELF -ADHERED FLASHING 314"•1"BEAD OF CONSTR. SLOPE covering from further Intruding Into the exterior wall assembly. An exterior wall covering is described as a material Or ._ SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP 0.3 in: 12.0 In SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weathearesistive J THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) barrier, insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior insulation and finish systems, Wesr,rn en wix"ow WALL BY 61N. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. \WEATHER R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTIR D226 RESISITIVE SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. f TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches g BARRIER (61 min). Where joints occur, felt shell be lapped not less than 6 inches The felt SEAL TOPS OF JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (152 min). or other approved material u; UNDER DECKING SURF- L� shall be continuous to the top of walls and terminated at penetrations and building appendages In a tanner to meet the a . (SEE DETAIL WP07) requirements of the exterior wall envelope as described In Section R703.1, o SELF -ADHERED FLASHING h WIRE LATH R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based N HEAD FLASHING TIE-IN INSTRUXTIONS: '� Detail Instructions sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of 1. Out,foldu &tem temporarily secure weather P P Y RIM JOIST GradeD a er.TheindividuallaersshallbeInstalledinde independently such that each rovidesase separate paper. Y p Y Y p p v resistive barrier above header to allow for flashing installation Refer to the number marked as ® in each detail that corresponds to the continuous plane and any fleshing (Installed in accordance with Section R703.4) Intended to drain to the water -resistive v 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items in the list of instructions below: barter Is directed between the layers. Y resistive barrier 3. Fold weather resistive barrier back over head flashing and t seal with tape t 1) yU< PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps Exception: Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantiallyN ° ° 2 2 O 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed drainage space. E 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle-fashlon In a manner to prevent entry of water Into the wall cavityor penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All fenestration be the the 3 SELF -ADHERED FLASHING Scale: NTs FLANGED WINDOW W P 01 SELF -ADHERED FLASHING //'� W P O SELF -ADHERED FLASHING /t `/ FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK- SECTION A L CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER t� P 0 3 • exterior products shall sealed at juncture with 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint adhere to Substrate using a Square piece of flashing material (6' x 6" expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. • a S EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum ) Fluld-a lied membranes used as flashing al exterior walls shall cos ply with AAMA 71A. The flashing shall extend to the Pp g °' EXTERIOR SHEATHING �� 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED TO BE ASPHALT ADHESIVE 6. Fold as shown b allows surface of the exterior wall finish. Approved corrosion resistant fleshings shall be Installed at the following locations: £ 5ADHESIVE i t THRESHOLD OF OORIED AND RETURN FLASHING, SEER FLASHING K &HEAD ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit 1 Exterior window and at exterior ingow and door to the surfaceof the ings subse finish toor openings. the barrier Section 3 TIOA 74�, REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGEDWINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP61) tight to corner 9 complyng aextend exterior wall or water -resistive with 70 .22 for drainage. Py g3 q Mechanically attached flexible flashings shall comply with AAMA 712. Flashingat exterior window and door openings p v ,``wvPgLO .� Q '• R `s < 5 ,•°° E S•'°•. cc < LETTER ON CHEMICAL COMPATIBILITY SCORED 8. Mechanically fasten as necessary shall be Installed In accordance with one or more of the following: @ e Jam: ��G 'C. N v; 4 i ' RELEASE PAPER 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed in the E NO 8t e N *. O� SELF ADHERED SELF -ADHERED FLASHING, ��e ' (BEFORE Faowa, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where 5 * • 'k ; �.y N FLASHING EXTEND L MINIMUM 6" VERTICALLY FROM aELEA5E PAPER TO EXPOSE ADHESIVEASSHOwNI flashing instructions or details are not rovided g' provided, pan flashing shall be installed at the sill of exterior window and T ,G 41! + Z` BOTTOM OF door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the =° 3 y $ TE ,.OF 4! THRESHOLD exterior wall finish or to the water resistive barrier for subse uent drains e 0 enin usin q g p gs g pan flashing shall c O •. / s 5 ' MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. tl �is�F°•. R-+ i��' zoo SECTION -A (SEE DETAIL WP02) NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional. I i�i ttA 1.3. In accordance with other approved methods. $ y - SELF -ADHERED FLASHING OO ��J �\ 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA400. a, -a Z 3 SELF -ADHERED FLASHING 5 2. At the Intersection of chimneys o other masonry construction with frame or stucco walls, with projecting lips on both o v NAILING FLANGE sides under stucco copings. 1 2 DO NOT FLASH OVER - O SEAL TOPS OF JOISTS t 4 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. o c m " r m rfl BOTTOM NAILING 8 UNDER DECKING E FLANGE (SEE DETAIL WP07) 2 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and root intersections. c v IN 9 W DO "5^�W ,:U F v DD ib 00 I d � N 4 <" # '� * @ s 4 2 JL LL LL Lo SELF -ADHERED FLASHING A W PO4 SELF -ADHERED FLASHING *05 SELF -ADHERED FLASHING W P06 HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 7. At built-in gutters. _ O _g s ° M_._ m s; m ,ate W ^ •' Y N C N O ®a.�, a a z SELF -ADHERED FLASHING DECK PROTECTOR ., • ;' a 8$�" SHEATHING" ,. 7/8" Cement Plaster Y �1_.e$ Wigs O uaFia m = m Z 1 7/8"Cement Plaster in s T s V ❑ accordance with in accordance with r a a of Z ° Q o E - - SELF -ADHERED +f ASTMC926 ASTMC926, o m FLASHING PATCH backed metal Felt backed metal wrrw•PDseNd.coM ❑ ❑ ElFelt SELF -ADHERED FLASHING lathe in accordanceaccordanceP lathe in ASTMC1063 Ur mo t;`-, with - .': with ASTMC1063 y z M m DECK PROTECTOR ., Building Paper Building Paper N 5 o z M C, 7/16" O.S.B. 7/16" O.S.B. £ a_ m i DOUBLE " �,�,%� %. sheathing sheathing x VVV SINGLE JOIST JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING '� Metal Keep top edge Me Flashing of weep screed o N Q d' CCU �„ L ` „ 2" below top of 3 112" block _ o w 1- M o - E 2 3"MIN 4 Unperforated Vulcum Flange bottom w0 c m ` Wa Screed cauk Weep Screed M O 5 - "': joint only Maintain i w o o Bottom of Metal Flashing 0 y 00 SELF -ADHERED FLASHING % H0.8362x;DECK JOIST WP0/ SELF -ADHERED PLASHING Q WP08 APPLY LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN ( ) WP09 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE 3-1/2" Unperforated Wee Screed p Flange7/8"Weep Screed 1 1/2" 2" v _ v '® o ^ y U W U °'o, 0 OUTSIDE CORNER t0 v s INSTALLATION OF THE BUCK/RECEPTOR. Above ROOf 1 /2" Cementitious Sheathing Decorative Finish ¢ m o m 14111111 DAMS HOMES 4 5 • • o, All inside and " .• ,p' Outside Corner will ��° FLORIDA CONTRACTORS LICENSE NO. CRC1330148 EXTERIOR WINDOW UNIT ' Emiter 3000 GULFBREEZE PARKWAY CEMT. FIN. cut and au kedall Cement GULFBREEZE FLORIDA 32563 BUILDING PAPER SLOPE SLOPE butt joints need to inaccordancePlaster ••••o, ,5•• ' with ASTMC926 becaulked using @ a v r DIVISION LOCATION: SLOPE 0.3 in: 12.0 in 0.3 in : 12.0 in (0.6 cm: 30.5 cm) 0.3 in: 12.0 in (0.6 cm : 30.5 cm) over wood 2nd Vulcum caulk for all floor a 2" PORT ST. LUCI E VI Job Information: (0.6 cm: 30.5 cm) v y SELF -ADHERED FLASHING WIRE LATH a SELF -ADHERED FLASHING EXTERIOR o c CEMT. FIN. r � O N BUILDING PAPER WIRE LATH ". o O 1/2" Cement SELF -ADHERED FLASHING Plaster Finish C Z j y � WIRE LATH Block i m N U 2 1/2" Perforated "0• LL BUILDING PAPER Flange 112" Weep 0 > CN o t N a BUILDING PAPER Cement o, Screed Plaster ° 7 .. a ¢ m LO over block m _ J W m ° EXTERIOR ' Istfloor o 0 m L WINDOW UNIT CEMT. FIN. Slab Install bottom y VT Model Name /Number: edge of weep screed 1" below c 2117 finish floor to 8 ♦ Plan Issue Date: Wednesday, January OPTIONAL DETAIL N 2 $ - Note: 2 ♦ KA PROJECT NUMBER: O Y 19-8203 The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL m SELF Sheet: Of: SELF -ADHERED FLASHING W P 10 CEMT. FINISH WINDOW HEAD -ADHERED FLASHING W P 11 SELF -ADHERED FLASHING W P 1 SCALE: NOT TO SCALE �� CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL the weep screed. WATER PROOF a DETAILS m cr) k' cl oo C:) CV 3 Lo w (. Lr) .. T .> r (1] U7 I- - C (D 00 a N �d7 LL U O . 6 C U Cv B� dy 5 °Y F✓Id4&1 I.kih[gv R95a L_ 'h�f... . M dd I� Z dumaa /+J L LS/�J L J r Fs4 PTII �a y 4 a F 9 N r5 ��yyyy P io cd J J O OD Ln CL r- FILE COPY