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Home My WebLink AboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1PESTICIDESI CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED 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 +/- 0.18 NOTE: MEAN ROOF HEIGHT' FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30F'r ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA (a) I O5 (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 25.5 (+j 26.5 20 (-) 28.8 (-) 34.4 O (D 50 (+) 24.8 (+) 24.8 0 37.1 O 31.1 Q@ (+) 23.4 (+) 23.4 100 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'.0" 16'-0" x 7,-0". (-) 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. waft = 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 WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WINDBOURNE DEBRIS AREA.. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN ; 5 ELEVATIONS a- E 6 TRUSS LAYOUT S-1 LINTEL. PLAN v ILI S 2 DETAILS t y U_ S-3 DETAILS S-4 DETAI L.S S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC a�`'IIo ITOR& ' IN, • S 'ter 8 LU t� 0 tN LU 2» -10 S I OAP �� t1111111�11 � m 1- to 00 cc 13 0 ck � lL lL IWL ��•F Q�yNWZ T APPROVED METAL FLASHING, VINYL FLASHING, SELFADHERED ME MBR E FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID- APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES III ,t1d a W. 15 SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD DL 5 (PSF) IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE LL g .LL 0 J °¢BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY,, FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER � �S iD aSELFADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711: ALL EXTERIOR FENESTRATION STRUCTURAL PLAN ~PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESSSPECIAL FLOOR LOADING �'� °'800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED'. BY THE NATIONAL FOREST PRODUCTS ASSOCIATION._C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 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: eaMEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD, BALCONIES/ DECKS 40 (PSF) 2Wd 3 I4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:Fr 1.00 (PSF) "Z a o TO THE SURFACE OF THE EXTERIOR WALL FINISH. g§ W N APPROVED SURFACE SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 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) n_ • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. F " www Fosaaccaa • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS.. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATECONNECTED 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 50 (PSF) O • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND'. DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) IT Z g • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. j� • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF) Z CONSTRUCTION. 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 • AT WALL AND ROOF INTERSECTION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS 'ROOMS OTHER THAN SLEEPING 40 (PSF) Q l SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) y ,, STAIRS 40 (PSF) • AT BUILT-IN GUTTERS. z UPLIFT CONNECTORS FOOT NOTES 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d THE TOPE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG f `((1 y G'' TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. U- M MORE INFO. Ln Ln 0 c d 1�ll FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 3 It Is the Intent of Designer/Engineer listed In the titleblock of these -- u E 1. MISSED "1" BOLTS FOR WOOD 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 C.M.0 WALL REINFORCEMENT LOCATIONS 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. .0 r 8 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 to ti N 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. prevem error. The Builder and all subcontractors are requiredto rX rX I o 0 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 ¢ d m ! aIm INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. responsible commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible far any plan repoerrorted to he Designer misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not construction t US Designer accordance 7 Engineer the I,® DAMS HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) 45 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. 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 construction. All construction MUST be in accordance to the r�il•W■III■IIIIIIIIIIIIIILwB� TO FOOTING). 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 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 2i4" TITENS TO RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Assurance information found in these plans should kc directed will our Quality FLORIDA CONTRACTORS S LICENSE A CRC133Y 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 RESP Q Assurance Manager immediately. r/ backch with u tll dv considered " x Z 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 for reimbursement by the Designer/Engineer without advanced 3000 GULFBREEZE PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4)1/4" x 1112" BOB SCREWS AND (5)1/4 / PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTERby NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES. TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. notification and approval Payments will be made In accordance to the terthe Designerhe terms GULFBREEZE, FLORIDA 32563 as of the agreement DIVISION LOCATION: MISSED, CONTACT THE FOR FOR SUBSTITUTION. PORT ST. LUCI E CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Job Information: 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 o FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB. STUD LOCATIONS. MASTER REVISIONS REVIEWED FOR ry CODE COMPLIANCi. 0 DATE DESCRIPTION ST. LiJCIE COUNTY �- ( 0 Is A HOMES ' LULO Of Northwest Florida®® l > CA 0`1 to j N z Y U m a 0-.3L,JZ) $ t JmV)(n i �'�� C�p� 0 Model Name %Number: _ 3000 GULF( REEZ11. PARKWAY OUJLFBR[MEE E, ROI�DMt 32563 9.520 _ Plan Issue Date: Tuesday, February 2, 2021 KA PROJECT NUMBER: M(IIDEmL 1820 21-0684 Sheet: w Of: COVER SHEET COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. &FASTENER : UPLIFT(Lb) Ci (3) 2 is 4 #2 SPF (4) -16d TOENAILS. 0 pTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR- & (8)1/4". X 11/2' 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1 OR- (4) - i6d TOENAILS 0 DTT22 W/ 1/2' WEDGE 2345 a (4) 2 x 4 SPF #2 ANCHOR* & (8)1/4" X 11/2" SDS SCREWS 4 z4 P.7.1F2 ABU44 W/ 5/8"ATR** G- 6655 C5 SYP POST & (12) -led NAILS U = 2200 C6 6 x 6 P.T. #2 ASU66 W/ 5/8" ATR** G -12000 SYP POST &112)-IOU NAILS U-2300 8 x 8 P.T. #2 ABU88 W/ (2) . 5/8" ATR** G = 24335 CT SYP POST &(18)-led NAILS U=2320 3.5 x 3,5 P.L. HDU58OS2.5 W/ (14) 1/4" x CB I 1.8E Pb=2400 PSI 21/2" SDS WE & 5/8' EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3-5 x 5.25 P.L HDU5ADS2.5 W/ (14)1/4" x i.8E Rb 2400 PSI 21/2' BIDS WS & 5/8 EXOPY 5645 WOLMANIZED IF EXT. ANCHOR. OR ATR** 3.5 x 7 P.L HDU65D52.5 W/ (20)1/4" x C10 1.6E Fb-2400 PSI 21/2' SOS WS & 7/8' EPDXY 6970 (WpLMANIZFD IF EXT.) ANCHOR OR ATR*** 5.25 z 5.25 P.L. HDL1aSDS2.5 W/ (20)1/4x C11 1.8E F10d2400 PSI 21/2' SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L HDU&SDS2.5 W/ (20) 1/4" x C32 (WO MANIZED IF ¢M.) ANCHOR OR ATR$ 7 t8" EPDXY 7870 1. BEE FLOOR PLANGENERAL FOR WALL WIDTH. BCOLUTUD �TO M NANOTTCH �ES TH DNo. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4, MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2' ATR 5" EMBEDMENT FOR 5/8" ATR W EMBEDMENT FOR 7/8" ATR S. IF [C] 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 (LBE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DW / LENGTH PNEUMATIC GUN COMMON W. GUN APPLICATION NAIL DLA.4.ENGTH NAIL SPACING d 0131" X 2 W 0131' X 2 %- SEE PLAN RING SHEATHING HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 SYP SEE HEADER NOTE #5 GENERAL#2 W/ y rF ITCHLATE THIS SHEET M2 (2) - 2X& #2 SYP W/ 1/2" FLITCH PLATE SEE GENERAL HEADER NOTE #5 THIS SHEET SYP - 2X ENE AL HEADER NOTE #5 8 FL#2 pp/ PLATE TSEE HIS S 2X12#2 SYP SEE GENERAL HEADER NOTE#5 O(2)- W/ 1/2" FLITCH PLATE THIS SHEET (3)-139-X 111/4 ATTACH TOGETHER W/(2) ROWS 1/4'X 3112 H5 LVL 2.0E Fb=2600 PSI BOB WD SCREWS @ 1r O.C. TYP. EACH SIDE (2)-13/4'X91/4 ATTACH TOGETHER W/ (3) ROWS I/4" X 3112' H6 LVL 2.0E Fb=22600 PSI SOS WD SCREWS @ IW O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS& STUDS REQ. AT OPENINGS 2X4 WALL 2x6 OR 2XS WALL OPENING SIZE JACKS KINGS JACKS KINGS EA_ENDEA. END EA. END EA_ END 1'A" - 3'41" (1) (2) (1) (2) 4'-0"-9'-0" (2) (3) (2) (2). GENERAL HEADER NOTES 1. 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 UNO. 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/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER, 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS �� (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION; PROVIDE (2) �M1j OSB FLITCH PLATE. NAIL SIMPSON LSTA'18 OR (2) 4v/ BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)- 2 z 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) BIMPSON LSTA24 OR (2) BM OSB RJTCH PLATE. NAIL HTO WOOD POST BEAM TOGETHER USING (2) ROWS OF 12d NAILS 0 12" OR (2) SIMPSON RETAIL CMU COL O.C. TYP EACH SIDE N. COL U.N.O.ON ROOF PLAN. U.N (2) - 2 x 12 #2 SYR W/ 7/16' CONNECTION: PROVIDE (2) (yl 058 FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST OR (2) SIMPSON HETA16 TO CMU ROWS OF 12d NAILS 012" O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)-13/4' x 111/4" LVL CONNECTION: PROVIDE (2) 2.0E R6 2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4' x 31/2' SOS WOOD OR (2) SIMPSdN-HETA1670 CMU SCREWS 016" O.C. TYP. GOL U.N.O. ON ROOF PLAN. EACH SIDE. (2)-13/4' x 117/8" LVL 2.0E Fb-2500 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS 016' O.C. TYP. COL U.N.O. ON ROOF PLAN. EACH SIDE (2) -1 3/4' x 16' LVIL 29E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING 42) ROWS SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST 1/4" x 31/2" SDS WOOD SCREWS 016" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOFPLAN. GENERAL BEAM NOTES L. 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 ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 8 SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131' X 3" SEE PLAN BLOCKING & TOE 0.148" X 3 VA" 0.131" X 3 A:' NAILS & TOP PLATE 12d O.148" X 3'A" 0.131' X 3 4P 9-0 .C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X3" 0.131- X 3" 6' O.C.(COMMON) STUD PACK 6" O.C. GUN NAI COLUMNS led 0.162° %3 "k" 0,131' X 3 "A^ (2) i8O(COMMON SEE P VUV - (3) l6D ( GUN NAILS) 25 SH O 25 SH PRECAS OTTO_M 0 6'-8" - --- ----- EGRESS EGRESS 13-0" - - - - - - 13 10" HOSE 12'10" BIBS w G q BEDROOM #2 M Y� VAULT CEILING I o M OWNEVAULTED CILINC7' VAULTED CEILING o C2 C2 ,+ ^N.I G.T. - 2,-0� -- 38 - - 7,_2I,-- ----------- --- - ------- ------�� 12,+1• H1 2) 3050 SH 2668 2668 2868 ; 8' CLG. x 2,-2„ f f O N 1R/1SH m o BW1 W/ BASE PLATE I 4 q ATTACHMENTS Poo A I„IcoOET BRG. WALLDETAILVAULTEDCLGL96 n36 s'6^ 115� FAMILY ROOM 110 10' CEILING I I 6'-8" •-0. o 0 o it 2668 y ( VTR ,-2X6 WALL m Of I 1W.I.C. / InDo 1I / OP / L1 ' 1R/iSH N BEDROOM #3 N o I VAULTED CEILING ei O O 13'_4^ 4'-0" 2' 8" 3''4" 3' 8" 00 NILL! 3'-5" 3 X 5 BAT a N Z o W 9P"q,� 3,_4�, SHWR VAU�.TED P,LG. J oo W J Z c S 1 5088 36" FLAT BAR I'll r _ ' =f1SH NE- ' 03 N 8- CLG. i CO TOP ON 3411h" w WALL (____ R/iSH D/W DBL. ffRANGE -mmeil�' PROVIDE PLATFORM ; SINK ; FOR HVAC UNIT VERIFY SIZE WITH Tv , , =3 MfGR „ ' KITCHEN =' © DINING ROOM VAULTED CLG. b in 1 m Q a VAULTED CEILING i °P > ' N In 12'-10" 7'-4" 8'-7 3' 8" - , 9'•3". N N , m , G mo oz i 2668 r _ , REFRIG. " <I VERIFY 41 ; N LOCATION En 11' NOOK W BUILDER LL3 �JI , VAULTED CLG,. LAUN• c - 10'CLG. -Itn x N N Ia I G 4 I 'o. DEN BEDROOM #4 VAULTED CEILING ADD INVERTED HIP w/ B ELEV. `4 2888 V " w FOYER `i " STEP DN HANSON BOX (H 10' CEILING 0 36" AFF Tp DRYER VENT ------------- MU ROOF GT 35'-0" ON. 54TAIRS i , io i � I � fid I EGRESS SEE ELEVATION FOR WINDOW SIZE &STYLE CDO D S-3 9'.4" 2.$. 2 CAR GARAGE 8' CEILING ENTRY 10' CEILING BUILDER TO PROVIDE ,VICE PROTECTION IF RED BY MUNICIPALITY LINE OF GARAGE DOOR BMd ELEV."B - -r G T (ELEV "B" ONLY) ' ■ & "D" ' -16" SQUARE '-4 COLUMN TOP 9'-0" ' C 04 S-3 CD ; S-2 i MS 2 , S-2 ' ' O 16 x 7 OVERHEAD DOOR 19'S" 20'-0". FLOOR PLAN SCALE: 1/4' =1'-O" ALL ELEVATIONS BIBB 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A +27.6 / -29.9 +27.6 / -37.0 +26.5 / -28.8 +26.5 / -34.4 +24.8 / -27.1 +24.8 / -31.1 +24.3 / -27.5 O +23.3 / -28.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL 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 13/8" solid wood door, solid or honeycombcore steel door, or 20Minute fire rated door. 2. Bathroom exhaust fens must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit Is Installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Toole R302.6.- From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a f[Dorceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. 4. R312.2.1 Window sllls In dwelling units, where the top of the sill of an operable window opening Is located less than 24 inches above the finished floor and greater than 72.Inches above the finished grade or other surface below on the exterior of the building, the operable window Shall comply with one of the following [3 listed methods]. 5. R308.4.2 All windows within 2'-0" of doors and In shower or tub areas will be Safety tempered glass. 6. Calling 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. iX T&G acceptable for subsittutlon. 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and craw[ spaces) shall be weatherstripped and Insulated to a level equivalent to the insulation on the surrounding surfaces. B. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods spaclfled in sections M1502.4.5-1 through M1502-4-5-3 9. Ceilings for exterior entries and covered porches to be 7/16" OSB on underside. Of roof trusses Shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications REVIEWED FOR COMPLIANCECODE sO' FILE COPN AREA CALCULATIONS 1st FLOOR 1820 S.F. TOTAL LIVING (AC) 1820 S.F. GARAGE 396.S.F. COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2409 S.F. J, A m v o �w 2L m try Ill W ti IL IBM tea O.goz w lal B NF w 0- W �g o. Igo �=LLt rn N $ O J? a w 3 I� 2% o O J 52d2 � m 1r`8 W 3M ¢ Q gg EE inn o_ 3g$ 0 cJ it v_t '%�� WWW.iOBBVS.COM ❑ ❑ ❑ O La z g zC4 Q Y N a , N z " N m�� •C,l - m o w i c giw �s Q C o ao AIWA\DAMS NOMIkS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE F `Job Information: 00.0 Z vi �T LU o d7 N i9 N d) N to 3 N i z H i V m r OL OJW� `0m a JmV)w Lo U Model Name / Number: 1820 TPlan Issue Date: Tuesday, February 2, 2021 KA PROJECT NUMBER: 21-0684 Sheet: � Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24'- CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. (-) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE REINS OPTIONAL CURB FOR 'I 'I F F VARIES LAPPED MIN. 6" AND SEALED. GRADE SEE PLAN MASONRY® ELEV. 0'-0- - - i 2 4" 2500 PSI CONIC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS W/ (1) - #5 BAR CONT. i 1 OF FIBER PER CUBIC YARD FIBERMESH/FlBERMIX ADDED TO THE 00 CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FIBERMESH OR NER�414 FOR FlBERMIX, 6 MIL VISQUEEN VAPOR k FOR OVER BARRIER &TREATED FOR TERMITES. Z -_' •k•' e, • �, 2 STORY: 20" X 20" 3 • INDICATES FILLED CELL W/3000 PSI CONIC. FROM FTR. TO !o a ! REINF. N - W 3 - #5 CONT. BEAM W/ (1) #5 RESAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTC SEE PLAN • ; • �' DOWEL517" EMBEDMENT W/ 25" EXT. ABOVE SLAB. (2) #5 REBAR 16" (2) # 5 REBAR 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR BEARING 5 RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. EXTERIOR SLABS SHALL SLOPE I/12"PER FOOT AWAY FROM HOUSE ' U.N.O. ON PLAN. FM01 SINGLE STORY FTG 1/2"=1'-0' FM02 I SECTION @ GARAGE 1/2"=1'-0^ 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. REINF.. SEEPLAN F F 8. ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE - — SECTIONS R403.1.4.1 THROUGH114011A.2. .,---•= w • 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH (p SLAB 8" 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY (1) #5 REBAR CONT. 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557 ( MODIFIED PROCTOR ) IN FM03 I THICKENED EDGE 1/2"=1'-0" =1'-0" EQUAL UFFS NOT TO EXCEEDING I2".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL (") SLOPE MAY VARY 24" MAXIMUM DEPTH. _ ___ ...... BEARING CAPACITY OF 2000l IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13.. WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. V ). ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE 2 STORY: 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2" 2x BRO. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) SEE PLAN EE PLAN * - 8' � 4 4" 2-#5 REBAR FM11 STEP DOWN BRIG. 1/2" = v-o" FM12 STEP DOWN NON BRIG. 1/2 = r-0" SEE PLAN OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN 4"X 4"x 16" TYR.SEC. ELEV. 0'-0" WITH CURB y (1) #5 BARCONT.J�-8- ,Y (G.C. VERIFY) m I I z ^^• ' F.F. REINF. io 1 I 1 1 (SEE PLAN) " 2 #5 CONT. INSTALL LINING •I W MATERIALS PER 2 #5 BENT BARS W/ N N MIN. 25" LAP SPLICE FBC-RP2709.2 .. -° °• •' MUDDED FLR. 16" ` • SLOPED TO DRAIN MIN. #5 CONT. FM14 I SECTION @ RECESS SHOWER 1/2"=r-0^ FM18 TYP" STEP FTG. DETAIL 1/2"=1'-0" 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" QUANiTTY 'o #5 X 25" X 25" - CORNER BAR ONE N( E -'-- FOR EA. HORIZ. iv REBAR, TYP. U.N.O. (2)4?5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=1'-0" FM23 TYP. FIND PENETRATION 1 1/2"=1'-0' STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) 4 1 STORY 0 2 STORY b 1 STORY b 2 STORY HEIGHT IN IN STEM WALL 0'-0"-2'-0" 8" 101, 16" 20" W/ (2) #5 BARS <674# 61-8" >2'-0"3'4" 10" SO" 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" 48" 48" W/ (5) #5 BARS CONT. 1162# 2'8" & #5 0 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES• SEE CHART ABV. -MAX. F.C. SPACING(O.C.) W.W.M. TO BE TIED TO #6 CONT.REBAR I (1) 415 HORIZ. CONT. TIED TO EA, VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'0' (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. ■ + ,i "s RN GRADE-8" MIN. TO TOP OF STRIP FTG. COMPACTED CLEAN FILL IN MAX 12" LIFTS "- STRIP FrG. W/ QTY OF "MIN. COVER d / REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE FOOTING SCHEDULE MARK SIZE DEPTH: REINFORCING GRAVITY CAP. Ibs ff10 1'l X CONT, 1'-0" 2 #5 E,W, BUT. 2000 p 2'-O" X 2'A" 1'-0". 3 #6 E,W, BOT. 7200 .5 21-6" X 2'6" 1' 0" 3 #6 E.W. WT. 11000 .0 3 A" X 3'-0" 1' 0" 4 #5 E.W. SOT, 15600 ,5 T-8" X 3'6" 1'-0" 4 #5 E,W, BOT. 21500 EF ,0 4'-0" X 4'U" I. e. 5 95 E,W, Bar. 28000 F4.5 4'-6" XW6' 1' -0" 5 #5 E.W. SOT. 345W .0 5.0" X 5'-0" 114" 6 #5 EM, BOT. 42500 F8.0 6 A" x 6.6" 1'A' 7 #6 E.W. BOT. 61500 LEGEND - INDICATES SINGLE -STORY FOOTING I�[Ca -INDICATES TWO-STORY FOOTING. -INDICATES PAD FOOTING 1. VERTICALREINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" HBERMESH CAN NOT BE USED AND VERT. F.C. Al FUN, #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM EE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO - CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK 0 16" c. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" „ h . TALL (TYPICAL ALL CORNERS) ,C. 6.IF.STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL. STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. S. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS .SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. ' WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4,2. S. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NITS I I FM19 3 tTYP. CORNERS 39' 8„ 12' 10" .. 13' 0" 4' 0" 3' 10" ' 4" 4' 8" twelY ■ ■ ■ ■ ■ ■% ■ ■ HOSE BIBB I o 3 3 o ' FM11 3 3 I W U p I Z I 1 F2.b I F2.5 i I U C F � I o b 00 ' I ,-Nit 1 ST P ON. 4" I ' I I , , , , CID I ' ------------- _ I , N I , I FM1 I• , I 3 I. ;I ITUB UNIT i.. i W.C. ; LAV. , IL J( 0 9n o J 1t .Y i� fD ' 11" 3 1 2 8" 9� N LAV rr i1 Lo I O CD 12.0. Fv I (7- W.C. ` ' ■ i m 1 ■ �O. II I I I I 00 o I I I 3X5Lo HWR I I I I W �,� `,• SINK I .. , Go ; 12, 11" - PROVIDE CHASE I FOR HVAC UNIT ' VERIFY LOCATION ; oI ' � , , I I FM i WASH FM01\ r _ _ _niCCG�JI. I 3 I ,r - "-------------1------ 4. --------------- -----------------°. i _tJi OI STEP ON. 4" p I O FM11 ; FM12 ' W.H.' 3 , I 1 I I I � I II I--------------------- w 3 I I STEP ON. 5%" ; I a ' 6' 4" 20' O" I I I 1 I I I • I � ------------------------------- C.J. — — — Pf o• E 2, 8„ TO' 31 a" ,. O � , I I, r , F2.5 ■ , ------------ 1 I 1 1 I I 3 I I I FM09 FD I I io ■ .-- ■ ------------------ --- ------------------------- ■ ■ 1 N�(2) #5 BARS W/IN EACH F.C. TYP. 0 EA. 6' 4" 2' 0" SIDE OF OPENING 16' 0" 2' 0" 19, 8" 2D' O" 71 FOUNDATION PLAN SCALE: 1/4' =1'-O" ALL ELEVATIONS I OO a 0 i- COMP, :UNIT Ir 'III%. I II` ,Ili o REVIEWED FOR a CODE COMPLIANCE ST. LIME COUN11oll R 8G a FILE COF` 0 CHOSE BIBB I In ',li• lI L� I 3, %T+TTT TO QP,G(cN S E .��, I •,� W: Uj S8ION #/1111111T1, � W m a N 41 hip- to Egg ti co m IGli m r ti w8gl p Mg6 y a. S i o`LL vi ui 3 Q nw a 0 Z , R G IIIL'Sm pj m Q 6¢ o � �� www.FosrnacON ❑ ❑ ❑ z gzN z(v � N a Z N N VI m U — O W� (A c Elaw 0 �--� W OE o yS "o " � C4 Q N OUp A DAMS HCMB FLORIDA CONTRACTORS LICENSE NO CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: 1..L 0 z N ci � y Wo 0 cal rn 3 ai I— v m r o ®JLLJZ:) m O J m U) U) Di LL Model Nome / Number: 1820 VI Plan Issue Date: Tuesday, February 2, 2021 VI KA PROJECT NUMBER: 21-0684 Sheet: 3 Of: FOUNDATION PLAN W LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 = 5460 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 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 -.10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C (AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 24,010) = 9,604 + 100%OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL 24 WALL (FLOOR TO CEILING) 2,,8„ USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR 11/2" VTR HOSE BIBB INSTALL FAN BOX PREWIRE \" LJ i I , lFr des INSTALL FAN r' V BOX PREWIRE I...) I I I I I I I I I I I I I I r --—— ——— — — — — —I 220 r ' 'I I o CEN.'OF WALL 3 I 3 I I Z I ^ \ w , U , I , I \ I , , r r , J4. r r r , , , r INSTALL FAN' (�^�� BOX PREWIRE i r r I NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. INSTALL FAN WP BOX PREWIRE GFI \ , ----------------------------- ---- , DOOR \ \ BELL ' WP I GFI i COACH "\ LIGHT C INSTALL FAN ------, " _.BOX PREWIRE I Xz k I I I I I I I I I I I . I II E1 \\ I I GFI GFJ _GR ---221 -GFI------ - f ISP 0 I MICRO/ FOR D/W HOOD I GIR \ �5 cy" �5 I I I r — �4 I / II GFI, , L_ r — —, I GFI I220 I ; I IJ , ELECTRICAL ^ GFI A PANEL GFI AFF nr 220 W�H� \ \ ATTIC ELECTRIC IF REQ'D BY CODE > \\ mwU WctZZ \ �\ aQ00F zz8� may{", W w � �w0 GFl@ IYGFI 42" AFF omsa FOR GARAGE o m N w DOOR OPENER in w a w = o ti UmOQ ------------------------------------------------- r r r r r , , , , , , , , r � , r O O O O w I I I I I I I I I I I I I I I I r COACH ------------------ COACH TO SANITARY LIGHT LIGHT IGHT VERIFY LOCATION IN FIELD J U J F-w rZ 5a w J Lu BIBB ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS DL=ISCONNET 4I ELECTRICALNOTES. 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 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 AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES 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. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DEFECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13, CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE, RECEPTACLES OUTLETS 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 THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH V �J $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE —0� TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE a CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET y W GROUND FAULT INTERRUPT In Lu DOOR BELL CHIMES (ib WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL N� T.V. CABLE OUTLET DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOORPUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED y`a 1 SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE �200=2COPPER OR 4/D ALUMN. IN 2" uB�CV METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY 914 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER 4 # 8 COPPER TO RANGE INTERSYSTEM J # B TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN, 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. g1 RQo co �a w 0�go HLO �"n s` U$ bm ii ii q�= a QE'�"�� ui w Y ag ® E3�b a 3 Za al � � XXo gg�� uh Y¢I oRm m �sPe 0 0 J y o 2 N ;s �oId ❑ ❑ ❑ r a �WWW R)SET6.COM W Z p O Z n a — v1 Z N t/1 U m , — J 4-1 f6 w c(D*O (6 -9 m U so o DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: 0 Z N C O +' I17 LO LEI \ � a� y N J N N Lf) 4) cy z H U m 0 _I LiJ M Lo o ly J m U/ a) ♦ Model Name / Number: 1820 ♦ Plan Issue Date: Tuesday, February 2, 2021 KA PROJECT NUMBER: 21-0684 Sheet: w Of: ELECTRICAL PLAN VENTILATION CALCULATION _ Formula = SF / 300 / 2 * 144 = net sq inchos of venting needed equally for intake and exhaust III OF BLOCK FIN, FLR_ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING TOP OF I FIN. FLR. W' OW HEAD HGT 00 iD SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE 48" OFF RIDGE VENT DBL 25 SH 12 48" OFT RIDGE VENT 6 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 12 BEARING 0 ENTRY _TOP OF BLOCK_ _ SMOOTH DECORATIVE — BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE r LEFT ELEVATION "B11 SCALE: 1/4" = 1'-0" DBL 25 SH a i LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH W'DOW HEAD HGT D0 tD 25 SH FIN. F (2) 3050 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-O" A JR. 48" OFF RIDGE VENT _] ]FIN. FLR_ 48' OFF RIDGE VENT BRG. @ ENTRY FLR. OF 4•/8•/4" RAISED BANDS 7E i RIGHT ELEVATION "B11 SCALE: 1/4" =1'-O" III SH TEXTURED DECORATIVE ENTITIOUS COATING 3068 DOOR W/1(2) 1068" S.L. AND 16" H!TRAN.. AB DOOR STYLE MAY VARY REFER TO SPECfFICATIONS I 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) 2408 s.f. Total needed for exhaust for upperl/3 578 netsginches Total needed for intake (soffit area, lower) 578 net sq inches N umber of Off Ridge Vents for upper 1/3 needed 4 LF. of Ridge Vent needed (can be used in combo with ORV) 32 Lineal Feet of Soffit needed to meet required 105 Lineal'. S.F. provided by plan 209 TOP OF ofro FIN. FLR. 12 6 16' X 7' 32 PANEL OVERHEAD DOOR FRONT ELEVATION "B11 SCALE: 1/4" =1'-0" 7'V1.r-WED FOR OLINT -: Onn 10 ltttt.. -c a zz off; P�ti. N i FLO swgF F M co ro y�CLL13 Q� x Ogle EE$""0^J a�NF' w a ga �g w N Y a sZ� 12. Aj g w wJw.FostNo.con ❑ ❑ ❑ U � z "o z $ 0 z Q 3 a n — to N z m m � III � w d � m u W to c y I ~ J U — _.._ 5 OD a OD �o0: CID Q NON) 44 &DAMS HOM S FLORIDA CONTRACTORS LICENSE NO. CRC133014E 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE r Job Information: 0 c yy uO LLj N V7 A ai N I1 to 3 > F-�Um p—jLu �mc» `n F Model Name / Number: 1820 r Plan Issue Date: Tuesday, February 2, 2021 r KA PROJECT NUMBER: 21-0684 Sheet: 5 Of: ELEVATIONS SEE DE_T. T803 \ G.C. TO PR( BLOCKING W/ APA REI FOR SPAN 1 7/16"OSB SEE"HIP/R BLOCKING" 20'-0" MAX ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/1.6 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX THICKNESS IS 1S/ar j IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS Lim go mill MI MEMO C BOTTOM CHORD GABLE END BRACING @ Z-OP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 15" O.C. MAX FOR FIRST (4) BAYS 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 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN F71 FISH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) WIND SPEED (ALLOWABLE) 180.0 MPH 123.9 MPH EXPOS URECATEGORY B EFFECTIVE WINDAREA (SO FEET) WIND PRESSURE AND SUCTION (PSF) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION HIP ROOF >20TO45 DEG, [4:12]-[12:12] 4fl 1 O a AREA ROOF 1 2e 2n 2r 3 3e 3r HIP .37.02 -51,06 -51.06 1 -51.08.. 10 GABLE .37.00 -37.00 -58.99 -58.99 •68.99 76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE ANOSI_LE)• r ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD T ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: (D Q SHINGLE:lA32" EXP. 1 (IQ20) IL EL 1232" EXP. 1(4Q20) NOT ER CODE ASTM F1667 RSRS-01 REFERENCE TO Sd (2 3B" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15327, SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-031 Od (21N x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120� NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP CUTLOOKER GABLE RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS r r ROOF > 20 TO 45 DEG [4:12]-[12:12] W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES.A MINIMUM le SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 11'. ONAIL AT BASE 2 ROWS @4"O.C. w/Sd COMMON NAIL. NAIL AT TOP PLATE TWO ROWS @ 4" O-C. W/ SO COMMON NAIL. © NAIL OPENING PERIMETER w/(2)ROWS q 4"D.C.w/8d COMMON NAIL. O NAIL INTERIOR AT S"O.C. w/ad COMMON NAIL O STAGGER ALL VERTICAL JOINTS &NAIL 04"O.C. w/ Sd COMMON NAIL. O PLYWOOD SPLICES QHEAT)ER - NAIL SHEATHING TO HEADER w/Sd COMMON NAILS @ 4" O.C. (2) ROWS @ TOP& SOTT. © R18d RAILS a 7 O.C. TO EACH TRUSS END OR O VERTICAL MEMBER IF GABLE END. 6 15/32"08B- EXPOSUREI SHEATHING - rii IPROVIDE BLOCKINGIAS REQUIRED PERSECTIONX-XIFNOT --- ---yl---- I _ FULL HEIGHT SHEET ©FLOOR SYSTEM ------- NOTE: SO NAILS FOR WALL SHEATHING MUST BE MIN .131"X2 T/2". DO NOT OVERDRIVE NAILS: FASTENERS SNALL NOT PENETRATE SURFACE MORE THAN le (2} 2. TCP PLATE BEYOND ISM' OSB EXPOSURE 1 SHEATHING N w� LL H LL Wp --- ASHEATHNG 20 P.T. BABE PLATE BEYOND BEE A PLAN 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM AT CATIONS PANELBLOCKING2X4 2 LOCATIONS MIN 2 X 4 #2 $PF TURNED VERTICAL W/7119' FLITCH PLATE TO W/{2)12d TOENAILS EA END. MAIL FUTCH 378• "S" = NAIL' PLATE TO VERTICAL W/ (4) 8d SPACING NAILS 314" 1/2" 1/2^� 8 GNAILS@3'O.C. STAGGERED e e e S !1• VERTICAL BLOCKING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X T111313 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T.S. I>_ III I In x u u I III C' III i 111 IN III II II II I III III 11 D II I III C III II 11 I I - III III II II II I 0 III III II I II I (Sof III w III I II II fl II 11 D II F II 11 II II I II II I I II I T w IIIII1IIIIII1IIIIII1IIIIIIII I1IIIII III1III IIIIIIIIIIII . IIII1IIIIIIII1IIIIIIII4III uIII11IIIIII11II IIIIIIIIIII __-__MIIIIIIIIII III1 wDopUJ �q IISCLID2xBLOCKING W@ALLSHEATHING M iq EDGES I II I I BE SECTION X- y OPENINGL__- jL zw_I-It x 2X STUDS BEYOND. SEE PLAN 1I I I1 2 II ul11 I TRUSS SCALE: 1/4" =1'-O' TRUSS SCALE: 1/4" =1'-O' CONNECTOR SCHEDULE FOR: ADAMS HOMES 2820 ELEVB TRUSS ID BEARING TRUSS ACTUAL CONNECTOIXID CONNECTOR UPUO FASTENERS ' .' POINT UPLIFT DESIGN RATING., C1-05, CSV-05V, E7, E7V, L/R 307#or less HETA16/PER TRUSS MFG `1810# (9)SOdx 11/2 ° All - E7VP, H7, H7V CSP, E3, H3 L/ R Hi45#or less H10A/ PER TRUSS MFG '1040# (18) lOd x Yi/2 .ADS-A06, A09, A10 D02 R t B04#q'5 )HETAIG/HETAlG Sh#f'1830#� (9)10dxS 1/2 IS) lOdx11/2 BOZ '' L1R -, ts9JkA1 Dr EBS .� /, 4 1 1' iM0, 9 10dx112 (IS)SOdx 1-lf21 .1a1pq/lobe#/ .(B)1od XlryT12" All, Al2 L1M1N 93-#}r(1e61 NETAi61 H1.0A%HETA16 (14)111t1 St 1�112 .lb ts)1Dd i:5i2 Boa BOS i� 4$�0#0rWfl " 9'1adx1'12 910d11,111 N (19)10d x1.1/Y' 9 10d x I, 2.. ie OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 a SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE IARK TYPE CONNECTORSFASTENERS 9PF SYP CONNECTOR& FASTENERS EF SYP OFRAME A TO HETA18 W (0)I9dx 11/2. OR IB10 HTA16 W (IO)10Cx 112.OR 16M 1870 MASON M HETA20W(DI0dx1 VZ' HTA20W001100xi1T!° O FRAME TO W.aAw/(10180 HANS 535 665 R1`7Av,1oO80NNL9 515 585 FRAME FRAME TO H16Awl(18)10Jxt Iw 101E AND RT18Aw1(MIONI x 1 I? fiM 1020 © FRAME H10A2WNRIMxt1/2"A72PLYTRUB8E8 9M JOBS RTI62W(IS)10dxl IWA72PLYTRUSSES 935 I060 O FRAMETO MTS12W(14)1Odx11?IAT FJCTFJIGR 860 eeD M1W12W04)10dx11?(ITT EMeMOP 1186 '.. FRAME LOCATIONINCLUM(3)l2d TOE w LOCAMONINOLUDER)12d NEMAILe) OTRAMS TO M(iT W(22)100 NNI9 PND3R' ATR. W12' 9530 MJ3T15wIRD1Gd NALSANDMC A.T.RW Em E MASONRY EMBEDMENTWNMPSIXA'BET EPDXY ' 12'EMBEDMENTW8IMPSON'BET'EMW HTS20w/R4)10dx112'(ATEXTERM HIW20WR4)IMx112'IATEXTERDR 169D OFRAMETO FRAME LOCATKNNCLLDE t.TDEN.A. t126 1a10 LOMTGNINLLUOE iZd TO@LALS FRAME To R)M920W(4D10d. 1 VZ"(AT EXTERIOR 2250 0 (21 NTW2o wN4Dt0dx 112'NT EXTEflGfl 2570 3080 FRAME LOCATIONN .00)12d TOENAILS LOCAPONINCLUDE(6)I2d TOM3A1L91EA) w/ TB i0d ILB AND Ba" AT.A. HCT-2 NA R) ( ) N XMLSA 20,3"AT.R. HLIGT2 W 181 W ( 1 ( ) O FRAMETO WtZ'EMBEOMEMWSIMPSON "SET' 10690 WiTEMOFDMENTWSIMPSON "SET" 7000 9790 MASONRY 6Po)(Y(HOi-3 FOR3FLY) EPDXYRLIGTSFOR 9-PLY) OFRAME TO FUR W(13)1/4• x 9' SO9 WOOD SCREWS N00 4J25 RFU6W(12)W59 WOOD8LflEW9 AND 7100 MASONRY ANO(2) 1Y1 x 6' TREN IU ANCHOR BOLTS (4)SWx9"WEDOEAOLl- RF7GWx (1D 16d QiAAMETO EN1Efl6 1>00 21T30 MASONRY ISEENOxZ-IM"LOW1 8E QFRAMETO R)ex2l 'TI iNNN1�R9 SM RRFRAME( 950DM. ll(LTlW a216d9NK83S8 t DCL ( 7 (S) IA"x3°WWOE430LT (2 RYTRVBD 3100M 3IODM MASONRY/ FRAME OR (2D 18d MNMER6 FOR FRPME(EA) 8240E ZAHIMSINKER 9JAF SORD.F 0R(B21 iN 91NI4'Oi4 FOR fPAME(EA) "'ems �{ O FRAMETO (Z)wT3W(2471/4'x3'9039CPEVIS 88318'x5'TREN 2RYTRU 4 73Drd I) ( sD i B6 OM (21LUDT3w1R411ATx2112'WSa` W8 BCTE ( R ) ) SFO FPAISOWS N80A1 O6SM a MAsoNRrr FRAME OR /m11ee SINKERS FOR FRAME(EA) 301 Df 6990.E MSNIOE oR(eD tM aNKER9 FOR FRAME(FA) NeDF TnaF HW10 OFT WC410 W(18) tad&(10)IN N21100 HM10 OFT M4 IMF w1(20) ISM &(10) IN Na0B0 OBEAMTO BEAM NNLS U11895 NAILS UM95D HU4100PTHUC419W(18)11TEN DAMON HD4100FTHD4IBFW(2%1M°xr C#3e55 OBEAMTO MASONRY 19'4BH-&(I0)INNAILS hFam WEDGEBMTa10 INNAILS M&M, IIW60PTHUC46WjR1Ud NAILS& DOW ox3000 HD460PTHWBW(8)10d WJL9& 091623 emle QMAMM MASONRY (12) IW x 231V TTTEN TO MASJ UIIB80 U#t135 (12) 1W x 23M' TAPCONS(TO am.) U81030 U#BW FRAME OTT(l2)13d&IBIIW(FORFRAME) 9YPF SYP4A OR (12) IM&(a) lad (FOR FRAME) SYFF SYFM O TRANS M (2) HETAIS OPTR) HETA20 1.PLYW 00) 1N x I W DA 1920 ]� (2) HTA180PFG) HrP20 IPUf W(10) 1 Od x I".M 1870 MASONRY EFLY W R2) iN 2-PLY W (12) IW 2430 H19M1B W(&)10d NNLS AND (4) 1M421/4 M3 1110 WWM16W(1a10d NALS AND (4) 1/4 lW- 114a 1223 TO TAIPCONS WED E SOLT OFRAME MASON M Oft HSM20 W(IOAN NAILS AM(4)1/4k 1M Ma 1110 OR HTWIM w/(10)1 N NAL9 AND (4) 114'•xl IM" TAPCONS WEDOE.BOLT 1145 Am OFRAME p H103W(8)MAIla' NAILSAM(2)SWa- 780 910 MASONRY TITAN ID DTr22W(a) Iwx11IT S09WOOD DTB-R W(5)114' AT 1W MIS WOOD 0 FRAME TO 8CREW6AND(p1(PBAT REODEDW 183E 2145 SCREMAND(1)I06ATREPOMEDW 1510. INS31MP90N"SET MASONRY BEE NO'IEN) 31MPS0NFRNH°T" ENDTEn HTTBWRD1NX21RNA1WANDRIWB°S HTT43W126)18dxR t/S NALSMIO (1) O ATA.EPDXIEDw/SINPSON%E 43M am WrIl ATREODEDWSIMP80NSET 500.E MON� (WE NMEM BELOW) (SEE NOTE N ERL(3M FRAMETO HTTO WOOD IN Nl IQ WW AND (1) Wr 6 MT45 W(18) 16J xII 112-NAK6 AND IT) © MASONRY AT.R.EOXRDw1SIMPS*1"SET' 3ND I9EE NOTE N BELOWI 423E SM"B A.T.R. EPDXIED W VNIPSON'BEr' (SEE NDTEn BELOW] - 4180 O FRFAEO HIM W(24)101 A I& NAILS Am 910 LUM I W 123) Sdx1112-NAILS 876 INS RANAFRAME To HN9KTW(4)1141i 1XIDOSW00D RTI6MWIDiPoxl USNMLSB 159E 199E V MASONRY 6CREW8&I51 tM"Y2114'TAPCONS 760 760 1411M"x13M"TAPCON6 FRAME TO Yorr W OS) 114W BOB WOOD SCREWS O MASONRY (1) M8"B A.T.R. SPUDDED W SIMPSON-SE37 MM 4S10 W 12' MIN EMBEDMENT (FAME TO (2)VGTW(a2)iM'xT'BD9 WOOD SCREWS O MASONRY. AT.R. EPOKIFL W 91NP90N 3170 71W "SET'./ 1S' MIN. EMBEDMENT FFRANS VAI' W (iDI/4'x6'9O5 W0009CREW5& MVGT15 w/R2110tl NNL88 HTT4fi W(181 0 FMME HDU4AD9Z5W(tD1M•1212"BDSWOOD 328E 458E 10a Wd188111 MS'BAT.R 4160 SCREWS&(II6M"BA.T.R OMAME TO R) HTTB W 0TD 16dx2 t2 NAll81 5080 (2) HR4& W (62)16dX21IS NAILS - 5006 Y FRAME (i)MS"B ATA. (BEE NorENI6 8111 BM•SAT.R (EPEE NDTEC4) Reu¢Pet nnuumnRumm• AD AMS TOENAILS. 1. CONNECTALL FLOOR'WHIma TIONS RE FRBEARING ET)SYT USSAIANUFA URER, UNOON 2. ALLTRUUBEEITER CIMPSONRUSPEPRTw1OE08YSEE MA INUPLNFOR CN.NECTORN. CALLOUMMOF. A 4O.)MYUBEEITRUSSF,B AON FULL HNECTISY7412E-T0NOMANFORWNTECTOR A. FOR 61N&T.R.E HAMU.N. Pn2"M•TOTRUBB VERTICAL WEHW(2)ROWSOF IN NAILS LD S'0.0.6TAGGERED. SOODVE5,5CABa BOND 3. ir CMUBONDBEAMU.N.O. SCMIN.USBI HDROW 4W LLMBER 8IZD Wf(2)ROW310tl @4'FROM ENDS 4'O.L: & SCAQGEREI9 CHNTERAT LOCATIOATCH N 6TAOp OCAN ECTO AS POSSIBL ERAT CONNECTOR LOCATION A6 S MUCH AS P093[dE. O MINMALCONNECTORUNOONFRAMIIIGPIAN. /. CONNECTIONFOR AUROOF/FLOORTRUMC8TOMASONRYWPLW(UNTEL&IOFWALLBUNOONPAN 2. CONWCTIONAT24"ORBPO.CPENMI VERN'6d.3FORALLFLOOR7RUSUSPM&K LTOMASONRY WALIS WE DETAIL F81263.1 FOR MORE INFORMATION 3. CONNECTION FOR FILL HIP JACK (CORNER JACK) TO MASONRY WALUMCF WALLSUWELS 4. CONNECTION FOR ALL CONTIRROUS RUM BMW To TOP OF MA90NRYAT aT OC MAX WI2)AT EACH WRIER. B.C. TO VERIFY LOCATION DOES NOT CONFLICT wMI (IF APPUCABLE) LAYOUT & CONNECT ALL FLOORTRUSBES TOIHTEMOR 9FARING WOW WALIMEA46 w/(2)12d TONAAS © MIHMALCONNECTOFUNOONFRAMIMPLAN 1MNMCMMFMJIL1(MWTOWOODWALLORBEAM `I:) MINMALCONNECTORUNOONFRAMIMPLAN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH,) SHEATHING - SEE [RSH) SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. O CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES 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 S" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOFTRUSS 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 @ 2'-0" O.C. SECURE J-CHANNEL @ 12" O.C. 0 ETAL DRIP EDGE x SUB -FASCIA LUM FASCIA CONTINUOUS VINYL OG.C. SHALL VERIFY SOFFIT MATERIAL CARAICITY TO RESIST TH E DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" ?n ILA' II/P 1 I `J11 1j11� ^` ORP I+ Q,'ti � g6A II e°° A L Off, BI��I II1111N` N d LLD q P- LO P- O LD 00 LU sae oN sg al a m1-4 Q Z"�° z z o FGI ¢ a s o 0 "EBL mf9i�w� D: O �+ �' g F a a S�F N p LL Et W c3 m g g .$5 WWW.FDSENG.COM ❑ ❑ ❑ Cp Z o O Z N Z@ Q t' � N a 00 Z N LI1 m Ln w ma L x v _ Do Q N CI E "1 DAMS H B FLORIDA CONTRACTORS LICENSEN0. CRC1336146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Jbb n o�maf(bn: Z W LO 03 \ Y 10 Q) m Z HC.)m ti a O_ILU m O o u J m w� Model Name / Number: 1820 VF Plan Issue Date: Tuesday, February 2, 2021 KA PROJECT NUMBER: 210684 Sheet: 6 Of: ROOF PLAN D LINTEL BEAM: — 1 COURSE LINTEL BLOCK W/ 14 5 NON-SHEARWALL SEGMENT BAR & 30DO PSI GROUT, MIN. 25' LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP O11LAI1 — MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/$OOO P.S.I. CONC- W/1 45 REBAR CONT. SIMPSON SP4 W/(6) -10d X 11/2 SPO OR SP8 FOR 2X6 AND 2X8 WALLS — P — G _ — '' 4 DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MSO5 FOR MORE INFO TYP. FILLED CELL W/3000 i, P.S.I. CONC. W/1 05 REBAR VERT. ./ INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U, 2"x#2 SYP/SPF P.T. W/ (3)1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4' TAPCONS OR )' (8) 2 7/8" HILTI T06DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS031 FRAME (EXT/BRG/SHEAR) WALL TO N.T.S. #5 REINF. 20".MIN. LAP BAR R 43 OR#4 REINFORCING t) �R. BAR #3 R #d I AP CPI ICF „ 25' MIN. LAP #5 STD. 90° HOOK #SRFJ EAR #S 1AP cP1 ICE SCALE:1"d'4' 36" M #6 REINFORCING • GRADE 40 D.N.D. 961 AP RPI ICF MSO5 REBAR SPLICE DETAIL - GRADE 40 N.T.s- ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 114-X2a4" 12'O.C. 1 2X6 1/4"X2U_ 12"O.C. 2 2 X 8 1./4" X V4" 12' O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST LINTEL (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN i (--FASTEN PT NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, -�—' USE 1/4"X 4 1/2- TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL N.TS H O E81 H O ALL ELEVATIONS O HURRICANE ANCHORS (TYP.) —► e ocean of emton G Co LID-¢ myth no+roN RptYCACMn Y'we'AGLWY PRNIOm NL'hIGL MARIEB) s'woaXal wmw TYPE 0WGNATI0N R"fILLFa W1X fIYgR / U.l AT r sdoM ei w n IF wu I eTTCfI bG lMrii. CFMY 8F16-11 /IT X ML Pwn/ J LQVahtliT on b NonT Newt r1� neealr AT tar MATERIALS 1. fc precast Ilntels = 3WO psi. 2. fc prestressed Ilntels=6000 psi. 3. I'd grout= 30M psi w/ maximum 3/8" aggr9ggM, 4. Concrete masonry units(CMU) per ASTM C90 w/ minimum net area mmweasive ekength - 1900 pd. 5. Reber P OOdad in premed Ilmol per ASTM A615 GR60. 6. Field raider per ASTM A615 GR40 or GR60. Preskeasing .trend Per ASTM A416 grade 2701ow permeation. 7. 7/32 was per ASTM A610. S. Mortar per ASTM C270 type M Or $. 1 GENERAL dkNOTES 2. Slum cited Ilntels as reamed. 3. Imbedded of limed must con" With Me exhp, ,bell end/w structural crewing.. 4. Orda , ate menumchmed wind &U2" long notches at the "do W accommoOM vertical bell reinforcing and gmdUng. S. All Unable meet or mooted L/3W veniml deffectlon, exaepl lintels 17' 4' and longer with a rromin-W height Of S" meet or exceed I/180, S. Bottom 1i added rebor to be booted at the bongo of the Intel cavity. 7. 7/32" dismal wire anlrups are Wanted to the bottom Ma for mechanical anchorage. 8. Castro -place conchae may be provided In composite lintel In Ilea of concrete masonry units, 9. Sofa bed ratings based on radon g dwagn enalysls par ACI 318 and 401530 iO.Unted Md. depths are called out an lineal plan. If contractor installs a deeper Iimel than Indicated an the Pled, tJdng this Increases the stronger of the lines! and Is approved without ergineenhg who.. K a smeller nntsl Is handled confect FOR for appraal. SAFE LOAD TABLE NOTES 1. All values; beaetl on minimum 4- bearing. Exception: Safe laetls for unfilled Ilntels must be reduced by 20% If bowing length Is less Oran 8-1/2". Safe laetls for all reoossed lintels based on 8' nominal basing. 2. N.R. -Not Raed. 3. Safe leads are total superimposed allowable lead on the section specified. 4. Safe lead$ beaetl On grace 40 Of Breda 60 field relcon 5. Atldltlanal lelerel Ioetl mpeclty can lea ebtahetl by the dasgnar by provWing atltlionel reiniorcetl maspOry above tyre precast IIntN. 6. One #7 relear may be sWwed" for two 96 rmss in 8" Ilntels cnty. 7. Tina designer mey evaluate coneadc'mu laetls from the sofa I'm tables by cakulating the maximum reeleting moment end show at cl w from the face of support. S. For ocmpoelteihtel heights net shown, use safe lead irom dent lower height. 9. All safe loads In units of pounds per Ilneur few. PRECAST "U" LINTEL W/ 30DOPSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT O lR SO" STD. 90 HOOK )J '� HOOK to w a STD. 90 DEGREE—' IL' E KNOCK -OUT FOR FIRST IFTE CIVIL COURSE SILL & FILL SOLID #5 BAR FOR ALL N OPENINGS G'.6" ANGLE 3000 p-S, CONC. W/1 95 DI REBAR S'x8"x16- CMU U.N.O. SEE FOUNDATION 'SEE FOUNWION F PLAN FOR LOCATMNS MS01 I BLOCK WALL REINFORCEMENT N.rs. TYP. BOND BEAM S'x8-x 16'K.0. LINTEL BLOCK FILL W/3000 P.S.I. CONCH W/1 #5 DIA REBAR INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) }}}y I T FT trill 0 ©R RE ,e�A} 1�SF'S i G 6 �o 00 v�o alb �: r �Jw FLO gpw $LO 0 00nU � � ?g gm W r a F 9 Men g8 �ui a w 4 : \. ti w rn �E Zt as IY O Igm a 2Rc OF BHP LL s a q U t V J N go YMM'.FDSENG.COM 01113 z Z o z0 2 Q N �i — N Z 0d a/`jntn, (g M 1Y J y /tom W O ,V 0 W 0O WI SL Lr�i = _ F- 2 w t C14 0 x fo 0 �i a rs Q N one ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY EZE, FLORIDA 32563 VISION LOCATION: .._. T ST. LUCIE z vU0 0 n W O to + 0% `co m Y a m a ai N Ln N z�y� > N M r>- OJWD c`n° a J m U) U) In Model Name / Number: 1820 Plan Issue Date: Tuesday, February 2, 2021 KA PROJECT NUMBER: 21-0684 Sheet: S I Of: LINTEL PLAN 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) ""YVI SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. n 1, 5 1/2" DIA. x 8" O 1/2" X S" A.B. W/2" "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. ~ SECTIONAL " ,1 ® OVERHEAD DOOR CUNT. o P T #2 eeeeelrr e'`111 TORf3rr p WOOD X6 SYP2 TRIM o `\a ;'fit:; SE' •,%. rlr'; GtvN ® • ,'. •� .fib: 0i6 2"1 P.T. WOOD JAMB DOOR AND CONNECTION PER '+ a 0 GARAGE DOOR MANUFACTURER GARAGE SLAB TYP. GARAGE DOOR +041 I O r�rrjjjjje LL TRACK MOUNTING DETAIL a o W NOTE: DETAIL CD22 / 8.2 MAY BE SUBSITUTED FOR THIS j DETAIL- UNLESS NOTED OTHERWISE F_ MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. C10121 ENTRY CMU COLUMN/BEAM N.T.S. co po 00 c9xp cor PU gd Q R O N J J J 06 rn ta. LL LL 26'n mgN Z W m�Nl�c W d BLOWN -IN R-30INSULATION PER FBC gdw aA�LL� o 3 AND ENERGY FORM SUBMITTED WITH � _ BLOWN -IN R-30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES 12 AT EAVES (FOR VENTED ATTICS) is € d Q a, d o 2"�" Ill �i 'o.' s m m FBC AND ENERGY FORM SUBMITTED ' 12 WITH PERMIT APPLICATION FIBERGLASS SHINGLES OR ' TILE ROOF PER ELEVATION SEE PLAN ( ) V -@ P z �' m.� e Qa ° 5 (a 8 PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT ] Bq§ v j y SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA " a $g 65 b.A ❑ ❑ ❑ PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- www.FosErv6.Com FIBERGLASS SHINGLES OR ROOF (PER TRUSSES @ 24 O.C. [RSH] - ON FRAMING SHT. FORTILE SHT'G &FASTENERS. APPOVE.1OVERAM ENi PER FBCR 905.1.1 OVER APA .1 ' TRUSS ANCHOR (SEE PLAN) ZOVER PRE-ENG. W000 ROOF SHEATHING - SEE SCHEDULE- RSH - ON FRAMING SHT. FOR TRUSSES @ 24" O.C, _ _ _ _ SEE PLAN FOR .. SHT'G & FASTENERS. , ; �.• BRG. FIT. Ja N 1 1/2" DRYWALL r ' TRUSS ANCHOR (SEE PLAN) FELT PAPER OR • •' ETAL DRIP EDGE TRUSS PLATE TO BE INSTALLED ON OUTSIDE • 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP V m FACE - — - 3/4" P.T. NAILER t' SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR l 1 )� W V/ 1/2" DRYWALL PLANS 4x4 w/ 2x4 POST UNDER EA (a o o tMETAL DRIP EDGE 1/2" DRYWALL CURTAIN NAILER 4 1 x4 P.T.@WINDOWS 8x8x 16K.0. L[NrEL BLOCK 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. , KEEP IN 3/4" FOR SHEATHING w/ 8d NAILS @ 6' UJ — w VI w - CONNECT ALL STU 2X SUBFASC[A 1 x 8 P.T.@ S.G.D. n O.H. W/ (1) #5 DIA. REBAR & D.C.LED AND LATH WITH FINISH` VI LLI cm �� TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. H SEE ELEV 3000 PSI CONCRETE N PRECAST"u LINTEL (TYP.) ALL SIDES / / o (TYP.) FRAM O C- p,\ \ O U m U= N E E r PLANS N \� NERS FOR NON LOAD r il� 1/2" DRYWALL SEE SCHEDULE N y!� bo " ° ° Z \ BEARING SIDES NAILED = �. — rS' SEE PLAN FOR HEADER SIZE u u ,7 Jf b. ° b. ° b. < a w/ 16d NAILS C@ 8" O.C.0 b° ba o ^ m w r_ o \ ,yo W QNobD 4.m' / \\ .° DAMS +M MBS 4PTIOM 15/32" OSB EXPOSURE 1 ON O'H' EXT, WALL W/ ALL EDGES BLOCKED. (1) C X T J-BOLTS \ 7 (1) CENTERED EA. ` 7 (TYP.)4 COURSE HIGH A.F.F. MAXIMUM OF (3) - 2X PLATES MAY BE BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. f� SIDE w/2" WASHERS \ i CMU BASE FILLED w/ CONIC "-�--� PLY ATTACHED W/ (2) ROWS OF I6d (OPTION) STAPLE: 16 GA. 1 3/4" NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. A' NOTE: 44" MAX. SILL HGT. ON FILL CELL -(1) #S DIA. (-n<P) w/ (4) VERTICAL RENF w/ HOOKS INTO FTG & AT TOP -- FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI CONIC ALL LOCATIONS OF COLUMN PLAN Al-A1 3000 GULFBREEZE PARKWAY „ SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN & FLOOR PLANS DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN N GapA LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS, IF NO P SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCI E OPENINGS ARE INDICATED, FULL w/11-10d TO BEAM FOR BEAM SPEC. ♦ Job Information: STUDS ARE REQUIRED). y & TO FRAME BELOW NOTE; 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW WINDOW STOOL 7 W/SCREEN CEMENTITIOUS DECORATIVE PER SPECS N PRECAST CONIC SILL FINISH 7/8" THICK PER ASTM C-926-98A PAPER BACKED FOIL R-4.1 a 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL u PER FBC AND ENERGY FORM i MORE INFORMATION). SEE TB13 1/2" DRYWALL ON SHEET 6 SUBMITTED WITH PERMIT 'J EXTERIOR FINISH - ' (SEE ELEVATIONS) FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALLSHEATHING. APPLICATION FTG. DOWEL #5 DIA. REBAR 1 x 2 P.T FURRING —� Uj c4 0) V WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 17" IN CONCRETE - 25" 1 x 4 P.T. EXTEND (AC] 530) ABOVE >n N o m AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER SLAB. ALL LOCATIONS SHOWN , SIMPSON HETA20 Al 1 Al BUILT-UP CORNER MIN (3) 2X4 > N 3 C 6 WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. MIN. 6" FROM END -SEE W507 WOOD BASE ON FOUNDATION PLAN w/10-10d TO COLUMN ' 1 OR 4x4 POST w/ 2x4 UNDER POST ' ' > a) WOOD BASE— ' i EACH END OF BEAM�U1 a FOR TERMITE SHIELD SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR SLAB INFORMATION ' CO O J W Lo a • FOR SLAB INFORMATION TOP OF SLAB _ _ TOP OF SLAB — - — - — NOTE: • 2 X 4 P.T. PLATE ' r ) ti J � U) v I x K _ ^� BOTTOM STRAPS MUST BE + ♦ Model Name Number: _* to = �r .k INSTALLED ON INSIDE OF ' GRADE GRADE COLUMN. DO NOT BEND ° n STRAPS UNDER PLATE. ° ° <� �'820 Q° PLACE STRAPS IN FILL ° Cq-." BEAN 3 o ' SEE PLAN FOR RE -BAR QUANTITIES - CELLS w/#5 REBAR r ;, (TI COURSE HIGH CMU BASE ♦ Plan Issue Date: COMPACTED -• • ,O-{ •°-- ; - J1 II FILLED w/ CONC - SEE PLAN FOR FILL )" f . T +� „ �i SIZE. TOP OF COLUMN BASE - Tuesday, February 2, 2021 SEE PLAN �--SEE 2'-0" AFF ♦ KA PROJECT NUMBER: SEE FOUNDATION PLAN . FOUNDATION 16" FOR FTG REQUIREMENTS PLAN 21-0684 NOTE: DETAIL CD21 / $•2 MAY BE SUBSITUTED FOR THIS Sheet: Of: WS01 TYPICAL WALL SECTION - 8" CMU 3/4" 1'-0- DETAIL • UNLES0 NOTED OTHERWISE WS02 TYPICAL WALL SECTION EXTERIOR FRAME a/a"=1'-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S• TYPICAL FRAMING DETAILS ' STRUCTURAL-: SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ' ATTACHED PER NAILING , SCHEDULE TB13 ON , SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: R-19 INSULATION AT EXTERIOR ' SIMPSON SP4 WOOD FRAME WALL PER FBC i AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPf - (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) I 2 X 4 P.T.' STUD TO BOT PLATE: , SIMPSON SP4 LINTEL 1/2" X 8. NOTE: HOLD FRAMING 1/2" ANCHOR BOLT BACK FROM FACE OF BLOCK 32" O.C. FOR SHEA NG TO BE FLUSH �1.e'°01TOR ad�r', •p c* f WITH BLOCK FACE 8" CMU WALL „•:"�P��rGN gLul a WF21 KNEEWALL @ ENTRY FRONT WALL 3/4"=1.o° z PROVIDE 2x4 ON TO L O r �la`w OF 2x8 TO BLOCK OUT 2 ROWS 12d @ ° F' •.0 9f`Pdl/llll'I9 d TOP PLATE ATTACH w/ 3" O.C. LL (2) 12d NAILS O.C. OUBLE 2x4 TOP PLATE (SOLID BLOCK w/ 2x6) v 2x4 STUD 48 MAN PER PLAN H 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS SIM. w/ 2x6 " * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. WOOD BEAM SEE 2.. In R 2 W arrp TOP PLATE TRANSITION PLAN FOR SIZE ��SIMPSONHUC410oR(2) 0 WL13 t $00 'P' HUC210 SSE PIPE OR DUCT w OUBLE 12d ; " TO BUILT-UP COLUMN E$ s"a PENETRATION T RU `$ -2M TOP PLATE w/ MORE TOP SPLICE , a aB o a t a s � SUPPORT COLUMN BUILT-UP MIN. THAN 50% OF TOP , (3) 2x4's OR 4x4 W/ (2)-10d wq LL „ w vi y PLATE WIDTH INSTALL 2 ROWS 12d NAILS @ 8" O.C. EACH PLY. €@3"D.C. , ,SIMPSON PSPN516Z 1 " (SHOWN A5 4 x 4) i a o`2 s °' a a:W/ (12) 16d NAILS TYP.(2) SIMPSON HETA20'sFw/(12)-16d EA. TO COL, in = =TOP & BOTT. N �'i�•jaiALT: (2) MSTAM36 STRAPSNOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE TYPICAL BLOCK ' CENTERED W/ (13)-10d NAILS t = E� e0 6 U) a TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD WALL `�.', Ea TO COL. $ 2 a n o SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 4,� TIE BEAM s o B o J (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO F°- a wWw.FDSENG.coM TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE; z "O — o PLATE LENGTHS MUST BE AT z N �j•�� LEAST 8'-0" LONG. TYPICAL < WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-0" CDO4 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. z r- Z N m 2x8 SYP #2 �41 o TOP & BOTTOM O W ATTACHED W/ 0 I (1) ROW 16d 2x6 SYP. #2 `"' ° NAILS @ 160 .C. RIPPED w 0 co �o� ILA BOX HEADER DETAILNo * CRIPPLES MAY/MAY NOT BE PRESENT. a N a w 41m Q IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. TO O.S.B. OPENING G.C. TO W/ 2.8d INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x6 LAMINATIONS W/ (2) 5/8" x 8" EQUALY SPACED ROW OF STAGGERED 10d ROWS OF STAGGERED Led ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS PER SIDE INTO CMU AT (D = 0.148% L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D-0.162",L-3-1/2")OR EQUAL (ONE INTO EACH OUTSIDE FACE) (0=0.16T". L=31/2")OR EQUAL JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING SIZE 2 X 4 WALL 2 X 6 WALL JACKS EA END KINGS EA END JACKS EA END KINGS EA END LESS THAN IV (1) 2 11 (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 1' 3 4 3 4 HEADERANCHOR DAMS HOMES NAILED TO TOP PLATES, Y ' HEADER & JACK FLORIDA CONTRACTORS UCENSE NO. CRC1330146 HEADER SIZE NO. & SIZE OF RAFTER TIES 3000 GULFBREEZE PARKWAY &GRADE EACH END GULFBREEZE, FLORIDA 32563 SEE PLAN FOR (2) LSTA 30 H E V I EW ED 1,,,. BEAM SIZE % DIVISION LOCATION: NOTFS. CONNECTOR REQUIRED 0PLl PORT ST, LUCIE 1) ADIACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4'0IA, x 51/2" UAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) (3) 16d S 1 U®�Cg C�ro 2) ALL NAILS PENETRATE AT LEAST 3/4"OF 4) REFER TO NDS SECTION 15.3 FOR SP4 AT COMMON SEE PLAN SEE SCHEDULE `�T• g„vv�E V®g,.°''. THE THICKNESS OF THE LAST LAMINATION, ADDITIONAL INFO. 2X CRIPPLES S 16" O.G. . Job Information: NAILS(TYP)� FOR WLL BOGC 24" O.C. HGT. W/ SIMPSON AND BONTTOM P 2-ROWS 12d NAILS WF37 TYPICAL COLUMNS DETAILS N.T.S. STAGGERED @ FOR OVERHANGS GREATER THAN • : FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) �r. F.F. OVERHANG �N. CMU 2--fl FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" 00 `//i7% E �fl� �. • C . IIAILZ� IT • • • •• •��II W/ (2) 16d TOENAILS EACH • t� �I '-2x4 SPF CONTINUOUS BLOCKING1 © • TO . • :• NAILS. SEE DETAIL ABOVE ELEVATIONI SEE •• R • SQUARE• 13OX HEADER■1 EACH • 2 0 8 12" O/C EACH 0 * WHEN STUD LENGTH I] FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH i @ 12" O/C FOR 2 x 30 STUD WRAPPED OVER OR GREATER HEADER O TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 x #2 STRAP S.Y.P. HEADER W/ Z LO 1/2" FLITCH PLATE O to 10d NAILS @ HEADER. (U.N.O.) ` ca I M 8" O/C TYP. \ 2O FILLING AND BLOCKING AS / N U0 y DOUBLE 2 x 4 CRIPPLE STUD REQUIRED FASTENED TO HEADER W/(2) ROWS > 0) U m ti a TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS O w M o NOTED OTHERWISE Zi J W '^ ' V^ u7 L2 / '40 2 x 4 STUDS TYP. VI Model Name / Number: SIMPSON HTT4 W/ (18) 1820 CMU 16d NAILS &A 5/8" EXPANSION ANCHOR VIPlanlssue Date: W/ 6" EMBEDMENT U.N.O. Tuesday, February 2, 2021 NIN I OR 8 DOWN GARAGE VF KA PROJECT NUMBER: G * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T. DOT. PLATE NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D, WALLS WITHOUT UPLIFT WINDOW OR DOOR OPN'G Sheet: � w v( Of: MS18 RETROFIT WALL OVERHANG DETAIL N.T.S.WF39 TRANSOM DETAIL AT ENTRY 1/2"=ro" WF09 WALL HEADER DETAIL N.Ts. TYPICAL WALL DETAILS TO BE LESS THAN OR EQUAL TO 450 MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCATION) 12d I JOINT BOTTOM CHORD BRACING 2"x4" MIN. T11301 I TYPICAL CROSS BRACING DETAIL N.T.S. PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT SHEATHING JACK SPAN FROM EXCEEDING TRUSSES MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) ROOF (2) 120 NAILS SHEATHING AT 12" O.C. MAX SEE PLAN 2X4 BLOCKING BETWEEN TRUSSES SECT, SHEATHING RIPPED 2X4 SYP #2 NAIL TO TOP CHORD OF HIPPED TRUSS W/ 12d NAILS @ 6" O.C. -7 HIP TRUSS '11303 HIP /RIDGE BLOCKING DETAIL N'T,S *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING =111ME ��111l01 CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING X-BRACING - 2x4 SPF OR SYP W/ (3) 12d @ EACH TRUSS WEB TB02 I TYPICAL CROSS BRACING DETAIL N.r.s. PRE-ENGINEERED VERLAP TRUSS BRACING WOOD TRUSSES � AT LEAST ONE TRUSS MINIMUM (3) 12d PER JOINT MINIMUM 2"x4" SPF OR * SPACED AT 10'-0" MAX SYP TRUSS BRACING 11304 TRUSS BRACING OVERLAP DETAIL (TYP) N•T-S TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (MUSS 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 IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIM TED TO B SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE AREA THEY SHALL BE SPREAD CUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (Da,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 342d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS VERTICAL SCAB 2X6 #: W/ (4) 12d TOP & BOT OR HCLR/LL IN PLACE REQUIRED @ RAFTERS B 2x4 BLOCKING BETWEEN / TRUSSES W/ (2) 12tl NAILS ® EACH END, CONT. EACH BAY STRUCTURAL SHEATHING SEE PLAN FOR CONNECTION I (' e 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2) 12d NAILS @ EACH END WALL BELOW (SEE PLANS FOR TYPE) — — TYP. WOOD TRUSS BLOCKING @ RAISED HEEL DETAIL 3 TO 4 TRUSS SPACES SECTION B-B CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. (4)12d WHEN IT LANDS NEXT TO PPE-ENG. TRUSS 2xS BLKING. NAILED @ EACH SIDE W/ (3) 12d NAILS WHEN REQUIRED W/ (2) MTS12'S PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP, -2x4 AS SHOWN ALTERNATE DIRECTION (2}i NAILS TO CAII TRUSS TOP PLATE VERTICAL SCAB 2X6 42 SPF 4W O.C. W/ (4) 12d TOP & BOTTOM OR H5 OR HCLR/LL IN PLACE OF (4) 12d REQUIRED @ RAFTERS GREATER THAN 8' O" COLLAR TIE EVERY 3rd RAFTER BEVEL CUTS (OPTIONAL) 2X4 SPF W/ (2) #7X3,1/2" WOOD SCREW EACH TRUSS OR HS @ 48" O.C. DIAGVATSTEEL WOOD 2X8 #2 SYP RIDGE BEAM AT 8'TRUSS MAX2X6 RAFTERS @ 2'-0"O.C. MAX. W/ (3) 12d COMMON TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN NC. MASONRY 4 FT @ 2'-0" O.C. MAX W / (3) 10D 2XOR WOOD COMMON TOE NAILS TO RIDGE BEAM T &RING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING TB06 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. SIMPSON A34 OR (USP MP4) @ 2%0" ON CENTER SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS- -2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.C. MAX. 2x4 SPF BRACE @ 48" O.C. - NAIL w/(4) 12d AT EACH END & ALTERNATE DIRECTION TRUSSES SEE PLAN \ n / 2X4 SPF BLOCKING y V BETWEEN TRUSSES \ / \ @ 24" O.C. MAX.w/ - e•� (3)12d EA. END (TYP.) 1/2" SPACE SEE PLAN FOR MORE SHEATF INFORMATION 2x4 S.Y.P. @ 16" O.C. TB15 I EXTERIOR NON -BEARING WALL DETAIL N.T.S. REVIEWED FOR CODE CC PLIAhI ST. LUCIE COUNT BOCC FILE C ;v/ 4. Qrr"" rGQy''5 E •�G `J;•v`Jo it P 0�1s`�s ®; LIL I-fflH- N 0 gag F 0 ro a $g x iE u ��a � Og�4m Pi LL LL a in i W c 8�� meI^ytic W O- R I UlaII _ S 13 grH15 0 O P Teh 20gg� 'd O 6 saI Z� �<S < Qa k E a LL0 a C y O o��as Of ri .RJSENO.GOM ❑ ❑ ❑ Z Z O g Z y a a rl — U) Z N m A Nu w w M UCl6 OCL N � c U — cv E L C, C p ' ,® DAMS HOMES m6 " FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Tj Job Information: O Z a4 W �M N N CI 2 N z N In 3 > � H Y U m a o J Lu Z) m o _I coU) U) LO LL TT Model Name / Number: 1820 Tj Plan Issue Date: Tuesday, February 2, 2021 KA PROJECT NUMBER: 21-0684 Sheet: SA Of. ROOF FRAMING AND BRACING DETAILS 4. Qrr"" rGQy''5 E •�G `J;•v`Jo it P 0�1s`�s ®; LIL I-fflH- N 0 gag F 0 ro a $g x iE u ��a � Og�4m Pi LL LL a in i W c 8�� meI^ytic W O- R I UlaII _ S 13 grH15 0 O P Teh 20gg� 'd O 6 saI Z� �<S < Qa k E a LL0 a C y O o��as Of ri .RJSENO.GOM ❑ ❑ ❑ Z Z O g Z y a a rl — U) Z N m A Nu w w M UCl6 OCL N � c U — cv E L C, C p ' ,® DAMS HOMES m6 " FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Tj Job Information: O Z a4 W �M N N CI 2 N z N In 3 > � H Y U m a o J Lu Z) m o _I coU) U) LO LL TT Model Name / Number: 1820 Tj Plan Issue Date: Tuesday, February 2, 2021 KA PROJECT NUMBER: 21-0684 Sheet: SA Of. ROOF FRAMING AND BRACING DETAILS Madmum Fastener Spacing (lamas,Neadand Bla) N1 6" C THERMA-TRU INSTALLATION EEM KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-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. 95 SPA EVE 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE r„ 6" 3„ 3m 3" 3a 3„ - - E ) h I 3„ 3„ 3„ 6 6 6m DOUBLE DOOR W/ SIDELITES )A /E m A ;PACE :YEN LY in E SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE V-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. e9 TOP OF SLAB 09 Z I -11 Ill°°1 ' I°.Ito, II f ' If - If I 16" MIN. DIAMETER CONCRETE FOOTING B ,PACE VENLY 0 010 to use in Valley centefilne _ ------------- SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY PAINTED BEHIND FLASHING . WALL FINISH AND EXTENDING A LOCATIONS) MINIMUM OT 6- ABOVE 6'H GALV. VERTICAL RISE OF FLASHING VERTICAL WALLHING IRED, CONT. AT MEEWALL 7 ENTRYSTER STO SEALANT ROOFSHINGLES 4 T HING COMr.1 ; FLASHING DETAILS �� III 6° HOR6 NOTE: THIS DETAIL IS REQUIRED Ra Hlvc AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION SEA WU NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS.6 PER SHINGLE. Rat OerM // alb dGaUtea 5 eaves apoutl/2- 11dl, edge le used, or abDut 3/4" if no drip edge Is used. INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW ,` t 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 INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF Wow, FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL RAT HD. "TAPCON" SCREW THRU \ THE W'DOW FRAME INTO MASONRY \ JAMB MIN. 4" FROM END AND MIN. 161, C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN 4SHEAtTHIN& EXTERIOR FINISH BY OTHERS I BY OTHERS O.A, WINDOW' HEIGHT EXTERIOR 11/2" MIN. EMBEDMENT —to WOOD SCREW INT�lzz�R DFPRR_O�T�� AIL TYPICAL FRAME OPENING N.T.S. WINDOW INSTALLATION N.T.S DISTAW 1/4" MAX. SHIM SPACE DRIP IF K ohs. m. D Svaws Mounting Beoenat Hx¢E view Win dov of Wall Framing: #2SPrmIlline/Ilk Or Better . . Minimum Panetraaon creel C row Section V iew EiterWSmatmng Annm 1/T ie • You may wish to predrill the installation toles in the fin at this time. DVWV me h0m; in Me auxesimig fin, as OW are not nttCSa Step 2 Apply a generous bead of sh oonle to the bad:4de bf the mounting fin, the enough SIR" to sulfldapy All all wide behveen the fin and the wag Sheathing. Step 3 Ireertthe wmdmv into the opening from the outside. The window is labeled "Insider and "oumde",but Ilium labels have been removed, ttv bead shoud allays be to the Inside of the building. Step 4 install shims under the sill, 3djhsarhg than until the Wt is plumb In the opening, Stoma slhoW be Iratamil undo the SHl every 2 feel. The window should bebasically carmred in the Opening vMne more man 1W gap beNreen the window and wall franding. Rep 5 [ratatl a#10A 1-1 °screw 4" from the caner of the fin at each end of the head, sill and both jambs. step 6 install the remaining fasteners In 8°Increments from the carer screw to the center of each Name member. Use are no to ow - tighten the screws and pull fiver through the fin. Also, make sure the suews go In straight and do rot am the (fame to bow. Wall haring should be a minimum of #2 Sprupe/PNefni Fasteners should be#10 screws of sulfident kno to achieve 1-3/6". ebetinn into the wall and or loss than 1/2"111 edge of framing, Fret—m.Ri mnlMia m,l, arlo M creme MfM. All MfiM Step 8 if desired, a foam insulation on be applied to the interim gap between the window and wall fra ni g. If applied, tlxYmusf be fhe _ NON E:YFANOrf G YYiyFoM. Sep 9 Sine these windows am typically used in rooms with NO moistureIs; bethroohns, it Is reaommanded that the Interior gap between the whndaw and wall homing sea be sealed with slkons amd taped so as not to interfere with the installation of wallboard the of trim. Sled 10 Once all construction Is complete, remove the bubble wrao from the ihiti,le and marlM of the wudm- If hna(PSS&V. damn the 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 Manufacture Model # Attachment Approval # Pressures Method Roofing: VALE FL7006.i R-10 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. "Off -rid a vent" FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENIT SHALL BE APPLIED AND FL12328-RS P UCT LC 30 ASPHALT AT RA R F LT ATTACHED IN ACCORDANCE WITH 2nd Choice I I R905.1.i Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 163W5 x 7 2"x6" P.T. WOOD JAMH WITH (5) 1/2" DIA. x 8" "J" HOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY S X 7 FL15279.36 Swing Doors: 1st Choice +67.0/87.0 THERMA TRU-CORP. GLAZED 2A BUCK ATTACHMENT TO BE ATTACHED WITH X 3" FL20461.1 FIBERGLASS DOOR INSWING ERSE MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS THERMA TRU-CORP. FLUSH FL20461.19 2nd Choice +67.0/ 67.0 FIBERGLASSDOORBE OUTSWING AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL AND MIN. ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 4 1 TOP & BOTTOM OF INTERSECTIONS AND MIN, 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES Siding: 1st Choice +0/-146.3 The Tapco Group 7" Staggered Shakes INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING NAILS 11h" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL FL20403.17 NA. N.A. 2nd ChowcelN.A. SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Single Hung (fin) SEE BUCK DETAILS. (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. lib" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ 48 SCREWS FL 17676.1 R9 3540 SERIES +40/-50 MI WINDOWS Single Hung (flange) OF INSTALLATION THROUGHID2x BUCK USE EMBED.8 WOOD SCREW O BUCK. FL 17676.8 R9 3540 SERIES +50.D I Pn n MI WINDOWS Picture window SUFTIENT LENGTH TO ACHIEVE 1%' INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1 A Horizontal FL 1 8804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 US BLOCK 1 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WINDOWS WITH MIN. 1a/a" EMBED. TO ALL FACTORY DESIGNATIONS ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice Ph BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE BE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED VINYL I DI 1/2" NAIRECTIOMLS 10" O.C. IN 1FFIT 50 FFIT LENGTH R16503.4 R-3 Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM PANEL MFG. INC. GalvarliId DIRECT MOUNT. TOP i/a"-20 MALE PANELMATE W/ WINGNUTS AT 121h" O.C. BOTTOM 1/4"-20 SIDEWALK FL16293.1 46 PSF INT. Steel Storm Panels BOLT W/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: Fl. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 to 't o 5 r- �' i-z w a o m SMgs` a - Q u Y au' S ,i on W 3 t9''Me a oc iOoa Z OF O `_a 1 0 2=iRs 9 o Y f Y m J ffiIs �E�@ a i W to s". ❑ ❑❑ WWw.TOSFNG.COM ZLa z_ o z N (� z Q J � Y I z z " n m W 1(� Q` rn 7 LL H--+ w C _ a (DVOSS �c LO o e M to U'roMIE w 00 00 = o^ to do ot Q N 0 W, FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE / Job Information: O z _ a cn LIH to d2 O N � N N U)wi'Ji3 j N mill, Q J W m LMn P -J M W (1) Model Name / Number: 1820 Plan Issue Date: Tuesday, February 2, 2021 KA PROJECT NUMBER: 21-0684 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD Ufa WEATHER BARRIER & WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH ., RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILYSECURE BARRIER I DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wag envelope. The exterior wall Include flashing described in Section R703.4. /'WEATHER _ envelope shall as / RESISITIVE WINDOW UNIT BARRIER WOOD FRAME CONSTR. R703.1.1 Water resistance. The exterior wall envelope shell be designed and constructed in a manner that prevents the s TAPE EXTERIOR SHEATHING SELF -ADHERED FLASHING BY LAPPING DOWN ADHESIVE TO ADD. "BEAD OF APPLIED APPLIED UNDER SLOPE 0.3 in : 12.0 5 SELF -ADHERED F LAS H I N G accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. - ya�raaen wixnow; OVER RIM JOIST AND UP WALL BY 6 IN. F THRESHOLD S DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING 30 (0.6 cm : 30.5 cm) SELF ADHERED FLASHING PRODUCTS DETAILS and breaks, complying with ASTM D226 for Type 1 fait or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior wells No. 15 for Tye Water -or other barrier. w layer of No.ive ha asphalt felt, free from overstuds asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer riot less than 2 Inches. Where WEATHER RESISTIVE SELF -ADHERED FLASHING /� EXTERIOR / CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. joints occur, felt shall be lapped not less than S Inches. Other approved materials shall be installed In accordance with the water-reslative barter manufacturer's Installation Instructions. The No.13 asphalt felt or other approved water -resistive BARRIER BARRIER I, PER FBC-R CURRENT EDITION 703.7.3 ( ) barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages In a SEAL TOPS OF JOISTS ��+ �� l �( manner to meet the requirements of the exterior wall envelope as described In Section R703.1. UNDER DECKING �', SUBFLOOR SELF -ADHERED FLASHING (SEE DETAIL WP07) �I;,I q I '; R703.7.3 Water -resistive barriers Water-resistve barriers shell be Installed as required in Section R703.2 and, where applied over wood -based sheathing, shall Include a water -resistive vapowpermeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be Installed Independently such that each layer HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions OtionS provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain 1. Cut, fold up & temporarlry secure weather RIM JOIST Refer to the number marked as in each detail that corresponds to the to the water -resistive barrier Is directed between the layers. resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather BUILDING numbered Items In the list Of Instructions below: Exception: where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to or resistive barrier 3. Fold weather resistive barrier back over head flashing and 1 1 PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and Weather resistive battler t0 form Water Shedding laps greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater absorbing layer or designed drainage apace. seal with tape 2 2 O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible (lashing shall be applied shingl&fashion or In accordance with the manufacturees Instructions. Metal flashing shall be SELF -ADHERED FLASHING Scale: NTS W PO 1 SELF -ADHERED FLASHING W P02 SELF -ADHERED FLASHING W P03 embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts corrosion resistant. Fluld-applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. AN flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Self -adhered membranes used as flashing shall comply with adhere to substrate using a square piece of flashing material (6" x 6" AAMA 711. All exterior fenestration products shall be sealed at the Juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 2S Grade NS or greater for proper joint expansion and contraction, ASTMC1281, EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in EXTERIOR SHEATHING �\ 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ADHESIVE ASPHALT 6. Fold as Shown by afrOWS exterior walk shag comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved lashings shall be Installed at the following locations: \ THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of comer may vat adjust folding Of the flashing accordingly to fit g Y y' j g g g y REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING FLANGED WINDOW (SEE DETAIL WP01) tight to Comer 8. Mechanically fasten as necessary 1.Exterlor window and door openings. Flashing at exterior window and door openings shall extend to the surface of the LETTER ON CHEMICAL SCORED exterior wall finish or to the water -resistive barrier complying with SbcUon 703.2 for subsequem drainage. Mechanically COMPATIBILITY i RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be Installed •� in accordance with one or more of the following: SELF -ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" �'-a • (BEFORE FCLOING, SCORE E EADHESIVESPAPERTO EXPSHOWNOSE RELEASE 1.1 The fenestration manufacturer's Installation and flashing instruction, or for applications not addressed In the FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with thq flashing manufacturer's Instructions. Where flashing BOTTOM OF THRESHOLD Instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and door openings. MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped In such a manner u to direct water to the surface of the exterior wall finish or to ' s the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection SECTION -A NECESSARY IN CORNERS THROUGH at the head and sides. (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. FLASHING RED FLASHING OO 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250 FMA AAMA ' / / 2 WDMA 300 or FMA/AAMA/WDMA 400. ' SELF -ADHERED FLASHING 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with NAILING FLANGE projecting lips on both sides under stucco copings. DO NOT FLASH OVER - t 2 SEAL TOPS OF JOISTS O 4 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. _ BOTTOM NAILING FLANGE 8 UNDER DECKING (SEE DETAIL WP07) 2 o 7 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. S. At wail and roof intersections. SELF -ADHERED FLASHING SELF -ADHERED FLASHING IWPO5SELF-ADHERED FLASHING HALF ROUND WINDOW W PO4 EXTERIOR DOOR WITH DECK 7. At bullt-In gutters. SELF -ADHERED FLASHING DECK PROTECTOR - SHEATHING 7/8" Cement Plaster 7I8" Cement Plaster t. in accordance with in accordance with w .- ASTMC926 ASTMC926 -•-__ - - =- -- - = SELF -ADHERED-' _ FLASHING PATCH '"I -- -. �, ', _ Felt backed metal :. .. Felt backed metal lathe in accordancelathe in accordance SELF -ADHERED FLASHING. with ASTMC7063 - with ASTMC1063 DECK PROTECTOR r �I'II � I Building Paper Building Paper 7/16" O.S.B. ', 7/16" O.S.B. sheathing sheathing DOUBLE SINGLE JOIST - ' Metal Keep top edge JOIST L SELF -ADHERED FLASHING ' ' Flashing. , Of weep screedSELF-ADHEREDFLASHING ti, - - 2" below top of 2 3 1/2" block 3" MIN Unperforated Vulcum 4 Flange 7/8" Screed caulk bottom OWeep 2 5 joint only Maintain Metal Flashing Bottom of 3 1// Unperforated SELF -ADHERED FLASHING W P07 SELF -ADHERED FLASHING ^x W P 0 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Wee Screed p 1 1/2" t0 2" 7 Flange 7/8" Weep Screed \HO.8362x;DECK JOIST OUTSIDE CORNER V INSTALLATION OF THE BUCKIRECEPTOR. Above Roof Sheathing 1/2" Cementftlous Decorative Finish ,$•. .•o, All inside and outside corner will EXTERIOR WINDOW UNIT ° need to be miter CEMT. FIN. cut and caulked all Cement Plaster butt joints need to BUILDING PAPER SLOPE in accordance o, b • ' becaulked using SLOPE with ASTMC926 Vulcum caulk for all a, 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 floor - sT. L CIE C. SELF -ADHERED FLASHING R'<`!ce WIRE LATH SELF -ADHERED FLASHING `-"--- EXTERIOR . CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement IV V SELF -ADHERED FLASHING Plaster Finish Block WIRE LATH 2 1/2" Perforated Flange 1/2" Weep BUILDING PAPER BUILDING PAPER - Cement "• Screed o, Plaster over block EXTERIOR Istfloor WINDOW UNIT CEMT. FIN. Install bottom FFedge Slab of weep screed 1" below finish floor OPTIONAL DETAIL 3 3 O Note: The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING W P 10 FLASHING 1 -AHERED FLASHING FFINDISH [�V�12 the SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD MT FINISH WINDOW SILL ni CEMTLF-ADHERED PARAPET WALL Weep Screed. T �� j TOR fi�r' v 61dSc AK SW (j fi L P�• �v'. s v N m $E �k' m to Ito A W 0 ub W o0 W pc 'mM P a.E �. i1 Nw Ovu'"iz° t'i Ed r'i -�me m� F W a - 4�'^g ° 13 On Cn W W 3 B£ Z- o r� a Z o J",Ra j Huts 3 0 W 6 ~ ®9 Z cat Q s vrww.wsFNc.coM ❑ ❑ ❑ It'\DAMS HOMES__ FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: L.L O F_ z W z o 1) �LO LO rn Y � E y M 04 N rn 3 ill q ' 0JLUZD �a m o Jmwa) In IVI Model Name / Number: 1820 1 ♦ I Plan Issue Date: 1 Tuesday, February 2, 2021 KA PROJECT NUMBER: 21-0684 Sheet: W Of: WATER PROOF DETAILS 25 SH PRECAS BOTTOM ® 6'-8' EGRESS BEDROOM Z LANAI OWNER'S BED 5" bath duct to roof cap w/ standard 70 cfm bath fan 25 SH ( EGRESS 511 bath duct a $ 10' CEILING 4" , to roof cap' W1 c. VTR 2z6 WALL 12x6. 1wcd w/ standard 70 165 10' cLc. y x41wcd cfm bath fan 10x10 rag 5 F BEDROOM 7,. 10x6 lwcd 10x6 lwcd o 50 } Ada., z 4, o, 5 w 6 14" o OWNER.I BATH ,r VAULTED. CLG. ..tea. - 5068 3 8' CLG I I w o A C ` O t=n 1R/ISH " 24x 8 fb g DINING ROOM TCHEN 14x8 1wcd VAULTED CEILING » VAULTED CLG. j'. 4" dryer duct 12x6 lwcd 180 to roof cap N 165 " w/dryer vent box 4 VERIFY LOCATION a W/ BUILDER VAULTED CLG. A G. 91, 12x12 rag o' Lc. _ N 7>� 8 04 W�d � o I N co 12x12 ra FOYER 2868STEP N. 0 10'CEILING / PULL ON. STAIRS 22 1/2" x 54" I ry BEDROOM �4 NM 42X42 A'/C SLAB 3068 BY BLDR MIN 12x6 1wcd W/(z) 12" S.L. 2 CAR GARAGE , 8' CEILING 2 FROM WALL 20' EGRESS ENTRY CFILING BM �I — LINE OF GARAGE DOOR - a V ULTED CEILING o VAULT CEILING VAULTED CEILING m 125 14x8 I w 2x1 X,� o G, 0011 � 8.. <N2 DBL 25 SH z663 2868 14x8 1 wcd 8' CLG yi m.. * CHANGE TO 25 SH / 2'-0`/ � \ cO W/. F/P OPTION �`J ) 195 iR/15IT �, , / 0��. 16x16 rag 1bx16 rag BATH ? i 1 " DETAIL x4 1 w d 14 14 rag 8„ f FAMILY ROOM 206 � M 'B' & "D'. 3.0 TON W/5KW @240V 1 PH 18x13 plen scale :1/$"=1'0" platform y bldr 8- NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 GT AREA CALCULATIONS' F 16 x 7 OVERHEAD DOOR \ 19t FLOOR 1820 S.F TOTAL LIVING (AC). 1820 S.F GARAGE 396 S,F COVERED ENTRY (BASE) 56 S F COVERED PATIO/LANAI 137 S.F FLOORLOOR PLAN L /T(-� �I TOTAL AREA UNDER ROOF 2409 S.F '. SCALE: 1/4„ =V-0„ � ALL ELEVATIONS Rating U 0 0 O O U 0 L 0 s S VJ Z W W LU Of F— LU Cn LU O 57 )FOR ~ co .l Ln 0 W Q � Q -j � N C O m I Q ZV OO 000 N O C U M — LU —j Z Q'` m W 'S Q J O D Q IX m0-JtnO0 Must have a minimum clearance of 4 inc es; around the air handler per the State Energy code. All duct has an r=6 insulation value.