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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R31S.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT N0: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, f � 00 S S S 30 SI COLUMNS AND BEAMS A SLUMP OF 5" COMPRESSIVE BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM PRESSIVE STRENGTH AlAT 28 DAYS OF 25 P I ( LAB WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY 11 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 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 0 50 W 24.8 (+) 24.8 0 (-) 27.1 0 31.1 ® 0 (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-O" x 7'-0" 16'-0" x 7'-0" O 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY WAN 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 WIND -BOURNE DEBRIS AREA. CONTRACTOR TO B PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC lfilTOgR J�•�0�� ��tv #: OF wg 'rrl I)fsrt� m m p IL � g 9 L0 c w 00 n 5ig�° � �B 7e ae 7e $ga 08 "na'd� � a � FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURERS NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS TOP CHORD DL 10 (PSF)IS INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL o (PSF) SEE FLOOR PLAN FOR ACTUAL PPESSUR ES a ! O „q a a SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL F4-ASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES4 I ,� W y IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF B O B 12 �$$ a 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 #" 2 m o SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN W s!1 W � 1 S o J 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 STRESS SPECIAL FLOOR LOADING �q 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. w a W € ro m ze CJ.281, 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: a % B " 8 a o MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714, THE FLASHING SHALL EXTEND WITHSTANLT.SHE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. 5. TRUSS ELENG VATION AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS R PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER ARE NOTHOWN, BUT SHALL BE DESIGNED BY NOTED ON THE PLANS. BALCONIES OVER 100 SQ;FT 100 (PSF) "§� pj APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. LIGHT STORAGE 1.25 (PSF • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. www.wsrruc.can/ ❑ ❑ ❑ LIBRARIES • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING • UNDER AND ATTHE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, 7. PRE-ENGINEERED WOODTRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK r� CK ROOMS ROOMS 150 (PSF) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, Z o g _ •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) 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) Q d • AT WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) w • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) - in UPLIFT CONNECTORS FOOT NOTES Z N d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG N 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. 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 T6 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 SQ. FT. U_ , MORE INFO. w �O C FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: h Is the Intent of Desl U CC) � E w ].. 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'BEARINC+. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. goer/Engineer listed In the tltleblock of these s g ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed '_' d) 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 . _ W 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error, The Builder and all subcontractors are required to c U a 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 INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Deslgner/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 for any plan errors, omissions,or misinterpretations e DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prlorto wwk3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) 45 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. EESEE 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 _ ,® TO FOOTING). CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORKJOBSITE SAFETYAND 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 MTSMSB TWIST STRAP W/ (4) , A"x 2'/*" TffEN, , S TO Information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE N0. CRC1330146 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 MASONRY AND ACTOR NAILS TO TRUSS FOR UPLIFTS IO THAN /4" LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN TENS O. IF CORNER STRAP IS Assurance Manager immediately. r/ backch with will dv considered MISSED CONTRACTOR 70 INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5)1/4" x 2 1/4" TffENS ONE EACH SIDE OF TRUSS. 70 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 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 AFTER notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 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 HA 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. payments will be made in accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2NO FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCI E 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 SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS ll 2- � Z � ml REVIEWED FOR DATE DESCRIPTION CODE COMPLIANC 0 - ST• LUCIE COUNT' o D AMS HOMES BOCG 0) Of Northwest FloridaIIIIIIIIIII N m dz�1I L 3 M, on �- i V m a0 a 0 J ED Z) m o J coU) (n Ln u_ ® Model Name / Number: 000 GULFBREEZIE PAR ` GULMREEZE9 FLORMA 32563FILE COPY 1820 Plan Issue Date: Friday, January 15, 2021 KA PROJECT NUMBER: M 21-01.62 ODEL 1820" Sheet: 3, Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES CAP.(p10 BWl Is- (2)16d TOENAILS (2116d TOENAILS SPF No UPLIFT BW2 16" SP2 W/ (BHlOd SP1 W/ (%10d SPF 402 STUD, (6)10d PLATE STUD, (4)1od PLATE BW3 16" (2) SP2 W/ (a)10d (2) SP1 W/ (6) Ion ) SPF BOB STUD led PLATE STUD 4 10d PLATE BW4 18" (2)ISO TOENAILS (2)led TOENAILS SYP NO UPUFT BW5 SP2 W/ (6)­10d SPi W/ (6}10d 16" STUD 8 10d PLATE STUD 4 10d PLATErSP 439 (2) SP2 W/ (6)10d SP1 W/ (0)-10d BWB Ia" STUD 8 10d PLATE STUD,. 4 SOd PLATE878 NO BW7 12" 12) led TOENAILS (2) ISO TOENAILS UPUFr BW8 SP2 W/ (6}10d SP1 W/ (6110d 12' STUD, (6) 100 PLATE STUD, 4) 10d PLATE535 (6).10d BYy9 1 12' STUD, (6) 10tl PLATE STUD. (4)1 LATE SPF 1070 BW10 12" (2) S6d TOENAILS (2)16d TOENAILS SYP O SP2 W/ (SMd SP1 W/ (6)-1Dd BW11 12° STUD 6 10d PLATE STUD, (4) 10d PLATE SYP 585 (2) SP2 W/ (6) 10d I SP1 W/ (6}10d BW12 12" STUD, (6) 10d PLATE I STUD, 4) 10d PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALLS SEE PLAN V MASONRY WALL OR ICE WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR. ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE M503/SS FOR NO UPUFT CONNECTORS r BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/(2) 12d TOENAILS dA TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'O' SCHEDULE ABOVE F.F. - SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A.B 0 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2' A.T.R. W/ SIMPSON SET W/ .. SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. JREQUIRES MIN I' ALT.: SIMPSON 1/2" TITEN HD 32" O.C. 7/16" 088 PLYWT W/ SAME EMBEDMENT W/ad NAILS AT "'('0SEE GENERAL NOTE#8 BRG. WALL DETAIL IN MUD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF 02 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF'BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 OR NCDETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO INDICATED FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF °SW" IS INDICATE0IHE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 711W OSB PLYWOOD W/ ad NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NNUNS SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE DWI, UW4, OW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPUFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUI RE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SPY/SP2.DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d=0.1.48" CIA, x3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) - i6d TOENAILS 0 DTT2Z W/ 1/2- WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8)1/4' X 11/2- 2145 SDSSCREWS CZI (3)2X 4SYP #1-OR (4)-16d TOENAILS Q DTT2Z W/ 1/2" WEDGE 2145 (4) 2 x 4 SPF #2 ANCHOR* & (8)1/4' X 11/2" SDSSCREWS C 5 4 x 4 P.T.#2 ABU44 W/ 5/8' ATR** G = W65 U = 2200 SYP POST & (12) - 180 NAILS x 6 P.T. #2 ABU66 W/ 5/8' ATR** G - 12000 HI6 SYP POST &(12)-ISO NAILS U-2300 8x 8P.T.#2 ABUSE W/(2)-5/8'ATR** G=24335 C7 SYP POST &(18)-1a6NAILS U=2320 3.5 x 3.5 P.L. 1.6E Rfl-2400 PSI HOU5SD.S2.5 W/ (14)1/4' x 21/2" SDS WS & 5/8' EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3 5 x 5.26 P.L. HI W/ 414)1/4" x C9 1SE Fb=2400 PSI 21/2" SDS WS & 5/8' EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR* * C10 3.5 x 7 P.L. 1.8E Fb-2400 PSI HDU85DS2.5 W/ (20) 1/4" x 21/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** 011 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI HDUSSDS2.5 W/ (20)1/4' x 21/2' SDS WS & 7/8' EPDXY T870 (WOLMANIZED IF EXTJ ANCHOR, OR ATR*** 7 x 7 P.L. HDUSSDS2.5 W/ (20)Y/4' x C12 EXT. 8' EPDXY 7870 WOLMANIZED IF ANCHOR, OR AM-*- GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH, STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/SS 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2' ATR 0" EMBEDMENT FOR 5/8' ATR e" EMBEDMENT FOR 7/8' ATR 5. IF 10) 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 (1.BE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PUNS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA / LENGTH PNEUMATIC GUN COMMON w. GUN APPLICATION NAILDW-LENGTH NAIL SPACING ad 0.131" X 2 W 0.131' X 2 %' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131, X 3' SEE PLAN BLOCKING & TOE 0.14a" X 3 2/4' 0.131" X 3 AA" NAILS & TOP PLATE 12d 0.14a" X 3 "/4, OA31' X 3'A' 8" O.C.(OOMMON) STUD WALL G" O.C. GUN NNL CORNERS 10d 0.148" X 3" 0.131, X 3' 8' O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS lad 0.182' X3lhi O,i31' X 3 U" (2)16D(COMMONI ISEE PLAN (3) ISO ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2)-2X6#2SYP SEE GENERAL HEADER NOTE#5 W/ 1/2" FLITCH PLATE THIS SHEET O(2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2- FLITCH PLATE THIS SHEET (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 H3 W/ 1/2" FLITCH PLATE THIS SHEET - 2X12 #2 SYP SEE GENERAL HEADER NOTE#5 O(2) Wf 1/2" FLITCH PLATE THIS SHEET H5 (3).-13WX 111/4 ATTACH TOGETHER WI(2)ROWS 1/4"X31N' LVL 2.0E Fb=260o PSI SOS WD SCREWS IT Ir O.C. TYP. EACH SIDE H6 (2) - 13/4- X 9 114 ATTACH TOGETHER WI(3)ROWS 1/4"X 3112 LVL 2.0E Fbm2600 PSI SOS wD SCREWS 9 IW aC TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REC. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS D KS KINGS JACKS KINGS SIZE EA. EA. END FA. END Eq. END V-O" - 3'-11" (1) (2) (1) (2) 4'-0" . W-O" (2) (3) (2) (2) 10'-0"-16'-0" (3) (4) (3) (4) 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 WF37/83 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) DUB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA18 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2l- 2 x ID #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) ON FUTCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAMM TOGETHER USING SIMPSON TO WOOD POST HSON ROW ROWS 2- OF SZtl NAILS GA 12" R (2) S OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O.ON ROOF PLAN. -2x 32 #2SYP W 716" CONNECTION: PROVIDE 2 M O� FLITCH PLATE. NAIL SIMPSON LSTA24 OR 2 I) M TOGETHER 1 2 BEAM OG USING (I SIMPSON S M HT 20 TO W000 POST NOWT OF NAILS @ 12^ OR (2) SIMPSON HETASB TO CMU A O.C. TYP EACH SIDE COL. U.N.O.ON ROOF PLAN. ((2)" 1 3/4" x 11114" LVL CONNECTION: PROVIDE 12) 2.0E F)>=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20TO WOOD POST 1/4' x 31/2' SDS WOOD OR (2) SIMPSON HETA16 TO CMU OR SCREWS 016, O.C. TYP. COL U.N.O.ON ROOF PLAN, MR SIDE- (2) - 13/4"x117l8'LVILILB 2.0E W 00 NAIL BEAM CONNECTION: PROVIDE (2) M ER TOGETHER USING (z) ROWS USING ( SIMPSON LSTA24 OR (2) I/4' x31/2' SDS WOOD SIMPSON HTS w000 POST OR (2) ETAIS TO CMU SCAEIMS A is, O.C. TYP. , ON ROOF PLAN. EACH SIDE z1 °LVL 2.0E PSI. CONNECTION: PROVIDE 2 0 ( I TOGETHER US ) R WS TOGETHER USINDS SIMPSON LSTA24 R M WOOD 1/4" x 91/2' SDS WOOD To O SIMPSON HT520 TO WOOD POST SCREWS 0 Is- O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1, VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH ENO) 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. Q N "4 O N N N O �y A In irS x O N C � m VERIFY LOCATION W/ BUILDER HOSE+ BIBB 0W. @- 25 SH _ _ _ _ PRECAST BOTTO @ 6-8 - _ _ _ _ _ _ EGRESS EGRESS ' 13'-SO" 13'-0" 12'-10" R W wo � gr g .H � O BEDROOM i1�C^�1^'�A'L w� BEDROOM #2 `VAULT DCEILING Mp VAULT CEILING" a 3 Y 3 VAULTED CEILING o G m "'1 Do C2 - - - - - --xH - ------ -- ----- ----- - v 124" I 1'-6 0" 5'-0' 7'-2" 3'ii 2'-0" T-2" H1 r (2) 3050 SH2 2868 2666 %- 2668 8' CLG. - _ i BW1 _ U - - - 1R/1SH N K rn W/ BASE PLATE LD W ' ATTACHMENTS W d 00 BATH 2 OET BRG. WALL ins`+ DETAIL. ` i VAULTED CLGCq F36'C 8¢ 2s6a zD6sM) Y R $ 1 I 5.$" ° 7.-0„ 10' CEILING i 6%8" I I ' 1 W.I•C• q I I o o 0 2x6 WALL VTR ® V \ 10' CLG. I ___._.-___-- ____ __________________ ,._ iff 1R/11SH i BEDROOM #3 4 VAULTED CEILING p ' 3'4" 2'-8". 4'-0 U 13'4" Y `/-,Y,yAy,NrC R N 3X4 Nr �' � BATH 5„ F.G.VAULTED LG. 13- 3'-4" 9,-4HWR S ,. .. ;. 5068 36" FLAT BAR -'-------'---- I ----- 1 r - , �• ••".• TOP ON 34%" ' _ .`. WALL ao 8' CLG. iv A/C �----- �--. M i �. ` N 1R/1SH NGE/ � D/W HOOD � DBE. SINK PROVIDE PLATFORM i FOR HVAC UNIT ' VERIFY SIZE WITH � z MFGIR KITCHEN DINING ROOM `oy VAULTED CLG. VAULTED CEILING 9'-3„ ti... 3'-B" 6, 7". ih 7'-4" . 12'-10" w 0 2668 Z o REFRIG. r,r _ _ , i ' N � IF I NOOK II o I j VAULTED CLG. I [ I ' L1 J _ LAU`Li -z _1 I r r x, l 10' CLG. N .:ll� Q �N ma N hL J I _ - (9 DEN/ DRYER VENT "STEP DN. FOYER BEDROOM #4 yy_H, THRU ROOF LHANSON BOX 10' CEILING ,� N ' VAULTED CEILING M35'-0" @ 36" AFF ---AX LGT W ' ADD INVERTED - PULL DN. STAIRS, HIP w/ B ELEV. 221k" x 54" I M � IDE m do S31141 NOTE: BUILDER TO PRO APPLIANCE PRO`I IO IF A A REQUIRED BY MUNICIP TY. 1 SEE SHEET 4 FOR DET S GRESS /TRANS. S.I. 2 CAR GARAGE S' CEILING LEVAT I 00 N 10 S03 20'-0" SS-3 i 6'-4" 2' 10" ' 10'E" q ENTRYrip EGRESS t o N 10' CEILING SEE ELEVATION FOR - "---------- ----__ LINE OF GARAGE DOOR --- -------------------" 4 ELEV ems WINDOW SIZE&SNO M8ii S3 D ■ ti B_&-D.� ---- 16'SQUARE D04 ' COLUMN TOP @ 9'-0" '-4" 2'-8" 9'-4" S3 I CD S12 �. S-2 H , 16 x 7 OVERHEAD DOOR -- 2'-0" 16'-0" 2'-0" e 6'-4" 13'.4" 20'-0" 191-8" 391$" FLOOR PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS 1 1 {HOSE BIBB I06 R 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / •29.9 © +27.6 / 37.0 7 +26.5 / -28.8 O +26.5 / -34.4 +24.8 / -27.1 O +24.8 / -31.1 O+24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES USTED 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 R802.5.1 Door from garage Into housemust be a minimum 13/8" solid wood door, solid or honeycomboore steel door, or 20 Minute fire rated door. Bathroom exhaust fens must vent to the exterlor 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 1I on each side of the venting. R302.8 The garage shall be separated from the residence and it's attic as required by Table 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 518 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (127mm) gypsum board or equivalent. R812.2.1 Window sills In dwelling units, where the tup of the sill of an operable window opening Is located Ins than 24 inches above the finished floor and greater than 7 Inches above the finished grade or other surface 2 below on the exterior of the building, the operable window shall comply with one of the following [3 listed methodsl. R908.4.2 All windows within 2'-0" of doors and in Shower of tub areas will be safety tempered glass. Calling for exterlor 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 substitution. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be detennlned by one of the methods speclfled In sectlons M1502.4.5.1 through M1502.4.5.3 Callings 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 perimeter. The OSB shall be attached w Provided at pe / 8d nails at 6" O.C. field and 4" O.C. at edges or 70 screw Shank 3" O.C. field and 4" edges, Vinyl ceiling to be attaches to OSB per manufacturer specifications REVIEWED I CODE COMPLI1 ST. LUCIE COIL: BOCC • M r _AREA CALCULATIONS 1% 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. to a o Pgga to 00 LO Lit peV i� sLALi li 'b�ga w U) ZP as� z2ffl2N a M p b8 ° - W (0 Lo Z S �} Z8 0 W Z Q y d - t1 Z M Z w o � � W V 32 aj{0 w -77� c 1 U J ENE ¢�Nonbp AliMl A 711 S H 0 N1 a, /. FLORIDA CONTRACTORS LICENSE NO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE 1`1 Job Information: LL O o z 9) Li p U7 a_ C � 0) A \ / 04 3 m xI 10 I'-`S DO DD 4, a O J Lid :D Un In Lo LL JmU)(n Model Name / Number: 1820 Plan Issue Date: Friday, January 15, 2021 KA PROJECT NUMBER: 210162 Sheet: 2 Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (-) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" GENERAL FOUNDATION NOTES CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR UNLESS NOTED OTHERWISE STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. „ B „ 1 PROVIDE MIN. a MIL. APPROVED VAPOR BARRIER, ALL JOINTS TO BE REINF. OPTIONAL CURB FOR ��IARIES F.F.FF LAPPED MIN. 6" AND SEALED.. GRADE SEE PLAN ~- MASONRY ®ELEV. 0'-0 ' � � � ,' 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS W/ (1) • #5 BAR CONT I OF FIBER PER CUBIC YARD FlBERMESH/RBERMIX ADDED TO THE ", --••"- *=`-'-'* ' ' CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 m `• "--- * "-` FOR FlBERMESH OR NER4.14 FOR FIBERNIM, OVER 6 MIL VISQUEEN VAPOR ."•�,� .� BARRIER & TREATED FOR TERMITES. N •r'� 2 STORY. 20" X 20" 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO N ,' �' REINF. N W 3 - #5 CONT. BEAM W/ (1) 45 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FT( ; ; , , ,, DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB, 16" (2) #5 SEE PLAN ;�a,,';e�; (2) # $ REBAR q CONSULT W/ MANUf. SPECIFICATIONS PRIOR TO POURING OR REBAR 16" RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. BEARING FM01 SINGLE STORY FTG 1/z"=1'-0" FM02 SECTION @ GARAGE 1/2"=r-0" 5 EXTERIOR SLABS SHALL SLOPE I/12"PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. OM TO 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. SEE PLAN 8 ALLFOOTINGSBE MINGRADE FIGS SHALL1H F F R40�4.NISHED - � MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 8" (1) #5 REBAR 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: CONT. 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT 00 NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF AT LEAST 95% OF MAX FOUNDATION DESIGN. SOIL TO BE C PACTED DRY DENSITY AS DETERMINED BY ASTM -1557 (MODIFIED PROCTOR) IN FM03 THICKENED EDGE 1/2"=1'-0" =1'-O EQUAL LIFTS 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 2000P8F. _ IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEIN WALL OPTION PROVIDE 13"WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I GAR. FIN. FIR. ALIGN DRIVE W/ BOTTOM OF N ", 0" 2 X " RECESS & PITCH DRIVE VV (3) - #5 2 STORY: 200' X 2 4" CONC. DRIVE W/ 1/2" EXP JOINTS 10' O.C. TYP. 16" (2) #5 REBAR FM09 SECTION @ GAR. DOOR 1/2" =1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN FOR MORE INFORMATION) SE 4" 16" 4" 245 REBAR =8'4' FM11 STEP DOWN BRG. 1/2"=1'-0 FM12 STEP DOWN NON BRG. SEE PLAN OPTIONALCURB SLOPED GROUT a. - OR MASONRY AT TO DRAIN - 4"x 4"x 16" o y ELEV. 0'-0" WITH CURB (1) 45 BAR CONT. (G.C. (G.C. VERIFY) 00'� ��. • F REINF m MARK SIZE DEPTH REINFORCING CRP_�bs g O 11-0" X DOW. 1'-0". 2 #5 E.W. BOT. 2000 F2,0 2'4' X2'O" 11-0" 3 #6 E.W. BOT. T200 F2.5 2'6" X 2'-6" 1'-0" 3 #5 E,W. BOT. 11000 F3.0 W.O. X 3'-0" 11-0" 4 #5 E.W. SOT. 15600 11-0* 4 #5 E.W. BOT. 21500 F4.0 4'0' X 4'10" 1'-0" 5 95 E.W. BOT. 28DOO F4.6 4'.8" X4'6" V-4" 5 #5 E.W. BOT. 34500 F5.0 5'-0" X 51.0" 1'4" 6 #5 E.W. SOT. 42500 T6A 6'-0" X 8'-0" 1'4" 7 #5 E.W. BOT. 61500 1/2". = 1'-0" SEE PLAN TYP. SEC. LEGEND INDICATES SINGLE -STORY FOOTING. ® -INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING -_ 1 I F.. (SEE PLAN) 2 #5 GONT. •. 1. 2 #5 BENT BARS W/ INSTALL LINING •," r-`-:=,• w 0 - •„ MIN. 25" LAP SPLICE MATERIALS PER - N N - ° ° , FBC,R P2709.2 ' MUDDED FLR. 16" MIN. • ` SLOPED TO DRAIN CONT. #5 FM14 SECTION @ RECESS SHOWER 1/2" = 1'-0" FM18 TYP. STEP FTG. DETAIL 1 1/2 =1'-0" ALTERNATE: THE REINF. BARS SHALL BE #5 CONT REINF GRADE REINF. SEE PLAN CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" - , #5 X 25" X 25" o c CORNER BAR ONE a E FOR EA. HORIZ. w REBAR TYP UN 0 t (2)#5 REBAR 18" A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL f FM23 TYP. FND PENETRATION 1/2"=1'-0~ STEMWALL SCHEDULE MAXIMUM STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. F.C. SPACING (O.C.) HEIGHT (h) a 1 STORY tl 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2'-0" 8" 10" 16.1 20" W/ (2) #5 BARS <674# 6'-8" >2'•O"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" ;,4'-0"W/ 4'-0" - 5'4" 18" (5) 05 BARS CONT. 16" 48" 48" & #5 018" O.C. TRANSV. 1162# 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES: ~ I. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE SEE CHART ARV. -MAIL F.C. 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND SPACING (O.C.) Ap " WALL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CAN NOT BE USED AND W.W.M. TO BE TIED TO #5 ERT. F.C. ASV. FDIC #4 TURN BARS ARE REQUIRED ® EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM IONS. HORIZ CANT. TIED io. EA. VERTICAL REINF. BAR EE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO '.. 04 TURN BAR ® STEM #e CONSTRUCTION FOR MORE INFORMATION, WALLS GREATER THAN 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK 4'-0" FILLING IS TAKING PLACE " �° " < < ; w-zi, HORIL (1) #5 HORIZ. CONT. TIED TO (1) ' ® 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" V5 REINF. B "- O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0".. I FIN GRADE-B' MIN. .' h " TALL (TYPICAL ALL CORNERS) TO TOP OF STRIP FTG. - ,I , e+° ` ; - .c. 6.IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS A P r 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. CLEAN FILL COMPACTED CL IN MAX 12" LIFTS - , r" ` S. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS STRIP FTG. W/ QTY OF "MIN. COVER d -SEEN OTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFA C E. REINF PER SCHEDULE Is WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO (3 SHOWN) SECTIONS R403.1.4.1THROUGH R403.1.4.2. ''.. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TA L FMASW STEM WALL SCHEDULE Nrs ro v It 60 a a r` COMP. UNIT Iv HOSEi BIBB CORNERS ■ ■ ■ ____ ________-_ ■ ■ ■ ■ ■ HOSE BIBB 03 FM01 ' ) 3 I 3 1 0 ' FM11 FM11 ; fr 1 3 , ' F2.5 1 I Z F2-S' i 1 1 � MIS! I , ' i O, -\;D 1 1 1 1 � , STEP ON. 4" , TUB W.C. , UNIT I , ^ LAV. i _ , , ' ' IN LAV Qi �r =q ID Ids II A" J rO -- - J-_a �I__ a_. - 4-- r 2' S. 3' 1" 1' 11" r, ILAV O iv 11' B" W.C. I ,1, ``" I ■ O, h' V ! I I' I TUB StYLES VARIER VE 311; l DRAIN I <1 I I LOC,'F�OIN �i I - 1 l i I `�I n� I Q` I v F.G. 1 ;SHWR ` ` ` rr — n I I IIDlW in SINK` , 1 12' 11" I ROVIDE CHASE ' FOR HVAC UNIT ' ' VERIFY LOCATION , o 1 , ,3,rr-- FM01 ' I I I I WASH I 00 STEP DN. 4" • ;W. H. FM11 ' 3 E i _ CC DE C W " s B ■ ■ 1 ' STEP ON. 5'+4i" ; � - , 1 I o 6' 4" r , 1 Iv C.J. 1 ' w @ 1 ' 1 _ _ In N In Ll U K 1 3F2.5 7, 0„ 2 8., a o rr , --- ------- -- , 1 FM09 o iD , ; - -- '- - - - - --- a- ------------------ -- ■ ■ ■ ■ ■ (2)#5 BARS W/IN EACH F.C. TYP. 0 EA. 7FP n" SIDE OF OPENING M FOUNDATION PLAN SCALE: 1/4" -1'-0" ALL ELEVATIONS 1�;11 % 0 "N-I 00 ■ INN LCi OD Oa sir O in a IL 2 " N ■ U � N WWVl.FDGBVG.COM ❑ ❑ ❑ U' z 8 - o Z N 'ID 2 N vw a � 0 m lJ O — w 2 Ln In r' TO U @ `� E NW 6 $� ai <Na Mi m ' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 a' 3000 GULFBREEZE PARKWAY E GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: L.J. 0 ET W 0) m a ® `m m m DD n. J CO 0 (i) In LL ® Model Name / Number: 1820 VI Plan Issue Date: Friday, January15, 2021 VI KA PROJECT NUMBER: 21-0162 Sheet: 3 Of: FOUNDATION PLAN 1 1/2" VTR LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTINQ & 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 APPUANCE 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,OGO A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS ® 100% = 10,000 + 4096 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 TO SANITARY SEWER 9 in USE 2 RED HEADS— / TO ANCHOR WALL ASSUMED EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) LTERNATIVE PROTECTION BARRIEK PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR VERIFY LOCATION IN FIELD aDISCONNET n W J a zIx QV W J W C BIBB BIBB INSTALL FAN BOX PREWIRE INSTALL FAN WP OX PREWIRE /'. GFI / INSTALL FAN p-y --------------------- - --- ---- BOX PREWIRE 6..d�--— — .------ ------ - ----- n, I �\ I r I I I I a I I I I I�/ I W II II Fl I I II o I I \ , I -- -- - --- - i \ \ A , ♦ �1NSTALL FAN FAN 0'. \\\ PREWIRE BOX PREWIRE M\ I ' I ' -------------- ---- - O _ _Isp H ORD / ' FOR D/W ,I GFl / I O -- 1�220 e -` I ` GFI GFI I, I* GFI C4 ELECTRICAL PB \/ W-H• 7220 42" AFF PANEL CM ILI JTTIC ELECTRIC _ x RiaY IF REQ'D BY CODE " m W U J W of ZZ48 /DOOR ¢Ii�J a: - ¢ / / BELL w � g �> ,�{/ GFI@ I I O m < GFI 42" AFF WP � zo m FOR GARAGE GFI F W C o Epp([�� DOOR OPENER , n H m p \ z J� 0 m -------------------------------- — -------------- u II , ----------------- I I COACT I / LIGHT I I I I � I I I / I I ' I 1-01 -------------------COACH COACH— LIGHT LIGHT I :27 ,---- - --- l I , : CEN. OF WALL d 3 / I W ' U , I I I I I I I I I - NSTALL FAN D ^ LJ BOX PREWIRE I � I I I I I ' I I i tl-h NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND .ROUND COLUMNS WHEN POSSIBLE, REFER TO ELEVATION FOR TRIM: ELECTRICAL PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED MOM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 3W 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 FED 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 NFPA70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NF'PA 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 DETECTORS 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 W 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/ t2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH. FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n rl rL.TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET o 110 VOLT SPLIT SWITCHED OUTLET tv GROUND FAULT INTERRUPT N 'i DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 3 220 VOLT OUTLET 0— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL N❑ T.V. CABLE OUTLET La DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/LIGHT 1 C INTERCOM SIFTaV ® L.E.D. DISC LIGHT cm GARAGE I9 BUii(Or."" si- OPTIONAL OVERHEAD SERVICE VERIFY FlNAL AMPS NEEDED SAMEAS UNDERGROUND WITH ELECMI AL CONTRA TOR 200 AMP SERVICE � 200 = 210 COPPER OR 410 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY 11114 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL 1112 COP I DES AND GFI PANEL # 10 COP �yy # 8 COPP R E� INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 0) 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. rl N 0 N ui m m T m 0 IL Y. g_@ m Q S OD Q dmmm �Oly��� W a g W m m uy�� R IL Z� 2 J ;E g8 fil IL 2 m 0 0 r Cl El 11 a WIMM.F03EN6.0ON z z_ oO Z N O z a r ri —W VI Z N m Ow � V) C a VT u �M _ U ENE Qolm �O FLORIDA CONTRACTORS LICENSE NO. CRC1330140 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IV Job Information: 0 _ D. z � a N ri O N d m M N z ci tD = F-Vm M CD N 'a Q_JLUm M o -jmcncnLo VI Model Name / Number. 1820 Plan Issue Date: Friday, January 15, 2021 KA PROJECT NUMBER: 21-0162 Sheet: 14 Of: ELECTRICAL PLAN BEARING ® ENTRY TOP OF BLOCK 12 6 43MOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE OF BL( FIN. FLR. 48' OFF RIDGE VENT 'aT DBL 25 SH — - — - 25 SH 12 IN LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 12 10 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION "'All - SCALE: 1/4" = 1'-0" 48" OFF RIDGE VENT 48" OFF RIDGE VENT aD YD — — DBL 25 SH TOP OF BLOC FIN. FUR. 6 60 48' OFF RIDGE VENT SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE LEFT ELEVATION AIA" SCALE:1/4" =1'-0" 16" X 30" DECO VENT TYP L 12 8" FRIEZE \ 8" TYPICAL TOP FSLOCK TOP F BLOCK SEE DETAIL ON W'DOW HEAD HGT HIS SHEET ■ _ 000 0 0 EO 00 a LITE TEXTURED DECORATIVE 0oo00E°0 II� CEMENTITIOUS COATING o N FIN. FLR. 25 SH (2) 3050 SH 141 --A25 SH — -- FIN. FLR _ �0 0El0[E 2868 FRENCH 16' X 7' 32 PANEL DOOR OVERHEAD DOOR REAR ELEVATION SCALE: 114" VENTILATION CALCULATION Formula = SF / 300 / 2 * 1A4 = net se inches of v ntlna nnndnd nnualiv fm Irdakn awl avhmia+ Soffit product provides 4.12 net sq in / sf Rkge vent provides 18.00 net sq in / H ON ridge vent provides 138-00 net sq In / at Overhang distance 1.33 ft S.F. of Area to be vented (SF) 2409 s.f. Total needed for exhaust for upper 1/3. 578 net sq Inches Total needed for Intake (soffit area, lower) 578 net sq Inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. 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 169 TOP OF BLOCI 0 FIN. FLR. Lo ot`D OOO F u 00 x m3 pmFz d Bw. � Z�W O O Y h 32 H [I ; LL a a K � Z o $�ww C j �e 0 U w VNhV.FDSENG COM ❑ ❑ ❑ U ^t z M o z N 'O B .3 d � ci - cn z " M � V U Mg - O w 7 0 500 SOiOD Go0 a r1 K 11" 9' _ �C�° y DAMS �Q � E COMF FLORIDA CONTRACTORS LICENSE NO. CRC1330146 S LUCIE C 3000 GULFBREEZE (PARKWAY BOCr. GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE KEYSTONE DETAIL VI Jobinformation: SCALE: 3/4" =1'-0" TYP. OF (2) Ll� - — 10'-0" BRG. ® ENT ly Z o c 6" RAISED - M 1 a 1 e r r 0 LID N (D M Q) m m W'DOW H D H_ T �t 'W ® ® u) �< 11 00 - � In LL �_ � _Imu�I a0 iDVI Model Name / Number: DBL 25 SH 18`O FlN. R. ® Plan Issue Date: Friday, January 15, 2021 3068 DOOR W/(2) 1068" LITE TEXTURED DECORATIVE _ q"fig"/q�� ® KA PROJECT NUMBER: S.L. AND 16" H TRAN' ABV. CEMENTITIOUS COATING RAISED BANDS DOOR STYLE MAY VARY REFER TO SPECIFICATIONS 210162 FRONT ELEVATION "Aif Sheet: 5 Of: SCALE: 1/4" =1'-0" ELEVATIONS SEE DE G.C. TO PRI BLOCKING' W/ APA REI FOR SPAN f 7/16- OSB SEE "HIP/R BLOCKING" * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING TXICKNE55 IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS "X" BRACE SEE -CONTINUOUS BOTTOM CHO ATING OF DETAIL come ME M mile mill 109imill a I N logo 1101111 1 BOTTOM CHORD GABLE END BRACING �� LOP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" 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. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs 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) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WINDAREA (+)VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[72:12] e=an ,�Da� AREA ROOF 1 2e 2n 2r 3 39 E3r -0-0�' 10 HIP -37.02 -51.06 -51.06 51.08 m GABLE -37.00 -37.00 -58.99 -58.98 -58.99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): (D ZONE 1: ASTM F1667 RSRS-03 (1 Od) NAILS @ 6"A.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2c ASTM F1667 RSRS-03 (1 Od) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 16 r ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 INFIELD ROOF SHEATHING: O O SHINGLE: �32" EXP. 1 ('20) TILE:. "32" EXP.1 ("20) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO Sd (2 l3" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1532", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-0310d (2Y2" 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 OUTLOOKER a�fl RAFTER WI BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING GABLE ROOF - 20 TO 45 DEG. @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4.12]-[i2.12] WI BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO SE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES A MINIMUM '%' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1B". OMAIL AT. BASE 2 ROWS @ 4. O.C. W( SO COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/Bd COMMON NAIL. © MAIL OPENING PERIMETER MY(2)ROWS G4"O.C. w/Stl COMMON NAIL. O MAIL INTERIOR AT V O.C. W ad COMMON NAIL O STAGGER ALL VERTICAL JOINTS & NAIL ®4"O.C. W 8d COMMON NAIL. O PLYWOOD SPLICES@HEADER - NAIL SHEATH ING TO HEADER W Sd COMMON NAILS @4-O.C. (2) ROWS @ TOP & BOTT. © 0Ed NAILS 07 O.C. TO EACH TRUSS END OR C VERTICAL MEMBER IF GABLE END. 15132" OSS - EXPOSURE SHEATHING I II 11 1 PROVIDE BLOCIONG I ';1 ll. I AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET = ---- --------- © FLOORSYSTEM NOTE: Stl NAILS FOR WALL SHEATHING MUST BEMIN.131-X 21/2'. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1B" (2)-2K TOP PLATE BEYOND /- IS/d2"OSB EXPOSURE / SHEATHING It 11 1 F II11 II it li SCUD2x BLOCKING W o I III I 11 II 111 It 11 I It II QALL9HEATHINO III 111 11 I II II I EDGES z w III 111 11I II ////��NOOIN 111 Ih II I I II I (SEE SECTION X-X) pp r C lii 1 0 °m- Ail ii D ii i III III 111 II 111 II II II I II 1 I III OPENING ILdL___ L_ -__� III II II I 11 11 E Ili C IIILL __ JL -II-_-II---1 m III 111_- X 111 11 E .III 111 III1 111 II II II I 11 11 II I 2X SRIDS BEYOND.. u1� __ _ 1I II 1111 III I I I 11 1 II I II II II ) SEE PLAN N III I I I I I 11 1111 11 II II 1 O z I III I I I ll I I I I N 1 fl l 11 HI I 1 111 It II II F �� III I I 1 II 1111 11 II II I III I I I 11 1 ill 11 II I I till 11 II I III 11 II II -1 --��----1---� --- ----M --- ALL SHEATHING 2X4 P.T. ARE PLATE BEYOND SEE A PLAN 2z RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM ATALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W1 TAW FLITCH PLATE TO W/ (2)12d "S' 3l8 TOENAILS EA END. NAIL FLITCH yg^ MAIL PIATE TO VERTICAL W/ (4) ad SPACING NAILS yq" n- t/2'l S 3' O.C. 11 STA GIEREDNAILS STAGGERED VERTICAL BLOCKING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES -1820 ELEV A & CR Base TRUSS IO BEARING TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES POINT UPLIFT 'DESIGN RATING CSV- C5V, E7V, E7VP, H7V L/R -307#or less HETA16/PER TRUSS MFG 1810# (9)10dx 1-1/2" A01-AO6, DOI L/R -797#or less HUA16/H8TA36 1810#/IS30#..J (9)10dx 1-1/2" (9) 10d x 1-1/2" - IS)10d x 1-1/2" AOlA L/M/P -535#0, less HETA16/H10A/HETA16 181E#/1340#/ '(19) 10d x 1-1/2' 1810# ✓I" (9) 10d x 1-1/2 1$10#/ 18SDYR/ (9) 10d x 1-1/2 B01806 L/M/R -615#or less HETA16/HETA36/H1OA (9) 10d 1-1/2 1340N (18) 10dx 1-1/2 A1fi' 191E#/ 1$lOq] #/Is" (9) 10d x 11/2 L/M/R 55$#or less HETA36/HETA36/HETA16 (9)106x11/2 (9) 10d x y i( D02A ] , IRXT T],.1a9RP1Ir 1#Ws 1,-, N u ] : ° 4 F „11)zsE e a ,Pr . OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 9 11��111 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR Or FASTENERS a"- SYP CONK=CTOR&FASTENERS HIAIB W (10110Ux 11 SPF 9w OFRAME TO HETAI6W(9)INx 1147 OR MASONRY 1Ern20W /0dxl W-Hr&z0W(10)laaxt t810 IQ. a 1M6 t8]0 BO FRAw FRAMEO H2Sp,W 110f&NMt9 53S 585 RT7AW(10)Ba NAILS 5LA 555 © FRAME TO H1Biwl11M100x11? jots 104e R110Aw107110d x 1 IW BBB 102E FRAME H70A2WI1%IDdx1 112'AT 2PLYTRUSSES 930 1080 RTIB W(IIIIWX11/SAT2KYTRU6SE6 ESS 108E OFRAMETO D ww2aKl4)l0Cxl IW(ATEoOERgN a80 IHT\Yi2w(14)t0dx11YY (AT E%TEPoOR FRAME LOOAROWNCLUDE 1WTOE LB) ea0 LECTOR INCWDE 12O TOENAIL81 1008 "aa E FRAME TO MOTwIRD10d NMLB MID MB' ATA. W12' 33m MUGTt6w(2R100 NAESAND &R' AT.R.w MASONRY EMBEDMENTWBIMPS"8ET'EPONOXY am 1P"EMBECMIHlTw91MPBON-am EPDXY 399E 440 FRAMETO HTS20WV4H0dx11W(ATEXTERIOR ,tu HRN10 WI81)IOtlxi IATEKTERDR FRAME LOCATION NCLUOE 2dT OENALS (Sil 131E LOGTNIN INO:l1DE 1�TOFNA2g (3 t2M IMq FRAMES f 2250 IATEXTERWA FRAME LOCATIW14RI0tlX11Yr(ATEKTE0 LDCATION NCLVOE(Ri2d tOENAL9 282E LOCATIONINCLUOtlxtta LOCATION INCUIOE (R120 TOINAILS (EA) 2EJ0 M FRAME TO HGT-2W(10I10d NAUSAM1(2)5Id' A.T.R. NIGTIW(18)1QI NAIL9AN1 (2)BIB• A.T.R. © MASONRY. W1r EMSEDMENTWMMP9ON'EET' IM90 W12'EMBEDMENTWMMPgON'SEI' LIKE) MO EPDX "T-3FORS4'LY) EPDXY"AWOR 3-PLY) OFRAMETO H F0 WIV8)t/4" x 3'SDS WOOD SCREWS 940D 4725 RFUSwI(12)W63W0ODSCREWSPND MASONRY AN)M12'a5'TITEN N3 ANCHOR BOLTS (4)M4"rt B'WEOGE-SOLT 7100 FRAME TO (1) 1,3772 W(10) Idd SINNERS ©j MASON" &(T)1N'xb19-TITEN2 17M 203E ©FRAME 2 TO MAAONRYI (2) LGT2 W RIG 1 W SINNERS&(147 IRA' x 21M' T IEN(2 PLY TRUNI 350DM 408(a RI LUDT2 W(32110d SNKERS&(10) L1CxYWEDQE OLTDPLYTRUB8) 3100-M 31W.M FRAME OR (28)18tl RANKERS FOq FRM1E (EA) 8240A 37f F OR(82)10d RNKERSFORFRAME(FA) 3800'F 1G91-F O FRAME TO MASONRY (2) LGT3 W(24) IIT x 3-EVILSCREWS 6(8) W. V Ina (2 PLY TRUSS) 473" 65704A (21LU(TFa W Q4) IW x 211r WS23 SCREWS &(4) MB• x Y WB (2 PLY TRUSS) 0480M 706DM FRAME CR(A211MONKEA9FORFRAME(EA) W10R mom M(aR 1Btl 91NIOSL9 FOR FRAME (EA) MSOF MO1 O SEAM TO HU410 OFT 10 W(18) IW6(10] IN W2M HM10 DRT HO4lgi w1(20) IM&(10)IN ORSON BEAM NAILS aim NAILS OMEN OBEN&TO HWIO CPT HUCH 0 W(18) MEN 01145U0 HOHO OFT N341MF W(2R iArx r O933S5 MASONRY 1M"X2&4"&(10)ISdWLS am wEDLE90L7& 01w NAILS U#860 QBEAMIO MASONRY/ HWS OFF HUGE wilt 1 w NaL9& O#1G40 (12)1Wx231VTrTEN(TOMAS.) aW00 HO460PiNW0 W(R 10d NN1.9 a GBi6a GW2015 FRAME IM890 OR(12a IW&ftLIW(FORFRAME) SYP.A UMIM 8Y (1Z1/4"x2WVTAPCONS(TOMA8.) Cq(12)tM&(RIW(FORPRAME) Ulltm SYRF UYB50 9YP4X M FRAME TO (2) HETAN CPT(2)11ETA20 tFLYW(1 1la' OR 162E (2) HTAISOPT(2) HTA20 JAY W dvll?OR MJO MASON" 2.LYw[US190 2LYv(12l0 249E HTSM18w(S)10d NNLBANO (4)1M`Xa 1/d' pall 111E HTWMIBWIB)10d NABSANO(a)1IPxt 3M• I'm 12M TAPCONS WEDDE.ROLT OFRAMETO N MASONRY OR HTSM20W00LI0dN�gAND(4)1/4k2114- 8BB 111E TWM20w1NM10d NALS PNO(411H>13W TAPOONS WEDGC.BOLT Ila Uas P FRAMETO Hl0SW(Radxl 1(r NAILSANDD)3H)•x9' 740 MASONRY TITAN 1D 910 DTT22 w(a) Im. xl 112'9D9 WOOD DTS-iZWQSlN' IUr WgiBYNOD OFRAMETO MASONRY BCRENNi AND (i)tYYO A.T.R EPDXIEDw/ 180S 2145 SCREW6MD(1)IMOAT.REFOXIEDW 1510 lam SIMPSO141ET'WENOTE ALI SIMP90N'SET"SEENOTEW TO Mfl.W(2R iBtl IO"C NAILS AND I,, w B HTT40 w IN) tad x2 Iff NAILS, AND (1) ®FRAME . MASONRY ATREPO)OEDw/SINPBON'SEr 4WS SOBO 518'SA.T.R.EPOMEDw/Luwsm9Er SKIS NDTE#4BELOW) (BEE FRAME OISEE Hl'T4W NMLBAND IN We#. 1wa1 NAILS NTT9Gw11R tBd>G irC NAL9PND nl ©MASONRY MASONRY .E1OIED Wf SIMPSON SET' 384E ATR.218E 4235 SNfB A.T.R. EPO%IE3IWSIMPSON "SET' - 418E NOTE IEEE NOTE pd BELOW) (BEE NDTEBd BEL05"7 OFRAME TO FRAME HlGSW(24) 10dxi IZ NAIS 788 910 LUOTIw (23)8tlxi 1lr NaL3 175 INS O FRNMETO 1A1#KTW(4)tM'kl 112-WSMOD 760 AT1dMwM10tlxl IWNMLS& MASONRY SCREW$&I5)1NY21/VTAPCONS 700 (4) IM"xIU'TAPCONS 13% INS TO VGT W(18)114W WSWOOD SCREWS& OFRAME " MR1. (1) W-1 AT.R. EPDXIED W SIMPSON"SETSBA& 481E W 12^ MIN EMBEDMENT TO (R MGT W (32)19k0' EDSWOOD SCREWS OFRAME MASONRY 8(2) SIMPSON al70 "M SET' WIT MEIN EMB MENT XO VOTw DRiNkr 908 WOOD SCgEWSB 1014-8=tS W(10)114V 11 IDS WOOD 32&5 4585 MUGT75W122)10d NNLB&HR45 WDB) FRRAMEE WREW6&(I)Ma'9AT.R. 1W FWIL98(IlaB'HAT.0. 410E OFRAMETO a)HrT&w".)'.'.-.a 1 IM R)NTT4BW(dR ldtlk2lYY NaL9 FRAME (1) 5W'SAT.R.(SIDE NOTE#4r _M, &106p•BAT.R. IEEE NOTEp) G005 Oeueou rn e,nne urx#A. 1. CONN-CTALL ROORTRUSSES TO INTERIM BEARING WOOD WALIB/ SPIMSMI(2)12d TOENAILS. 2. aL WSTOTRUSSC WCTIONSAREPROVIDEDBYTR SMANUFACTURER, U.NOONPLAN. M 3. G.C. MAY USE EITHERMPaQN OR 1%PCONNEOTION8. SEE FRAMING PLAN FOROONNECTOR CALLOUT. 4. FORSINGLE PLYTgUSSE3,5CA80N FULL HPIGMSYPM 2YI•iOTRU88 VFARCAL WEBW(2)POWSOF 10d NAIL3�3'O.C.STAGf�AEO. 3. 12-MIN. AT.R ENBEDMEW@1 CMU BOND BEAM U.N.O. & SCAS TRUSS CHORD W4'4'2x SYPW2(MATCH CHORD LUMBER SI4S)w1 D) ROWS 10d aja 'FROM END&4 OZ. 6TAOOEPEO; CENTERAT CONIECIDR LOCATION AS MACH AS P039ELE. O MINMM CONNECTOR UNOON FRAMING RAN 1, OONN_CTON FOR ALL ROOF/FLOORTRUSSES TO MASCNRY WALUSIUWG.CJ DF Ww18 LAID ON PLAN 2. CONWCTORAT24"ORGY'O.GPENdNGVlP L3FORMLFLOORTRUSSE6PAWLELTOMA40NRY WALLS SEE DETAIL PIPIM3.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALL811CF WALL&UNTELS 4. CONNECTION FOR ALL CONTINU011S RIM 80AgO TO TOP OF MASONRYAT Sr O.C~.. W(2) AT EACX CORNER. GC. TO VERIFY LOCATION DOES NOT CONFLICT WrJI (IF APPLICABLE) LAYOUT & CONNECT ALL ftDOR TRUSSES TO INTERIOR HEARING WOOD WALUIPAM9 .1 (2) 124 TORAHS O MINMALCONNECTOR UNOON HRAMINO RAq 1. CONFELTON FOR JALI(1RU83 TO WOOD WPII.OR SEAM MINIMAL CONNECTOR UNOON FRAMING RAN 1. CONNEI,'TION FIXR ALLTRU99ESTOINTERIOP/E)CTEPoOR BEARING WOOD WALL3AN1RJq BEAMS 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 0 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 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS. BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, An THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE d j IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNI ,T( IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL FITROOF INFORMATION SEE 1iHEET S-4 L VVVVT\l ltl/ � \"O T Q?.GEN s `,.� >Je�� a : ®SAC FLn�� �22atna/T+! a 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 012" O.C. O FILE COPY METAL DRIP EDGE - 2 x SUB -FASCIA o ALUM FASCIA VINYL ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" 85 y y 00 Ig 8�gg' ISIS g ma� $6� E F'� a g sF9 P .IF A to OD DO F $$ LO O 4b 41'. [1131 li r'i Ci%Fg Lu0. W Zse � Z 4' O ztln Z Ltl90mg m O �nzo III WMN.WSENG.CDM ❑ ❑ ❑ z z z80 Z Y Q N a Z N IU •V w L' d Q w i tl% � 1 r _ E V - LM.2 r1 IF(,0, I ©NTRACTORS LICENSE NO. CRC1330146 30 A GULFBREEZE PARKWAY BREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: O Z d C y ri W a to qe Y N m M C CD4) (D z 1-seUm DD n QJ/ M o W 'Nr'�(LUn'^ v J LO LL VI Model Name / Number: 1820 Plan Issue Date: Friday, January 15, 2021 KA PROJECT NUMBER: 21-0162 Sheet: 6 Of: ROOF PLAN A LINTEL BEAM: — 1 COURSE LINTEL BLOCK W/ 1 # 5 ON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN, 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. [LOPPE-SiA8 FILLED CELL; FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEEPLAN AND FLOOR PLAN. FOUNDATION PLANMIN. LAP 25" (ACI 530) FOR MORE INFO MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P.S.I. CONC. W/S #5 REBAR CONT. SIMPSON SP4 W/B) - IOd X 11/2 //�_SP6 OR BPS FOR 2x6 AND 2x8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP, FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT, INTERIOR BEAMING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR a) 3" X 1/4" TAPCONS OR (6) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO I'll/ — te,) . N.T.S.MS03 r 1lvZ.'vnnCTA11 #5 REINF. 20" MIN. LAP BAR 9 03 OR#4REINFORCING BAR #3 R #4 I AP SPLICE 25" MIN.LAP #5 STD. 90° HOOK �#5 REAR #5 1 AP SPI ICE SCALER"-1'-0" 56.. MtP #6 REINFORCING BAR a GRADE 40 U.N.O. 96 AIAPP--SPLICE MS05I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2W' 12" O.C. 1 2 x 6 1/4" X 2a/4" 12' O.C. 2 2 x 8 1/4- X 2s/4" 12" O.C. 2 NOTE! TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST w :LINTEL w (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT 2X NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 114"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS111 2x BUCK DETAIL I N.T.S. I LINTEL SCHEDULE LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD PLF APPLIED GRAVITY LOAD(PLF) SAFE UPLIFT LAD APPLIED UPLIFT LOAD PLF COMPOSITE BEAM I 0 17'-411 950 PLF 198 PLF 404 PLF 104 PLF 8F16 -16/1T 16" MINIMUM 7'-6" 2661 PLF 131 PLF 1634 PLF 80 PLF 81`16 -1B/1T 4'-6" 6113 PLF 131 PLF 2724 PLF 80 PLF 8F16 -1B/1T ® 14'-0" 1002 PLF 167 PLF 559 PLF 152 PLF 81`16 -1B/1T 2'-10" 6113 PLF 769 PLF 4460 PLF 398 PLF 81716 -08/1T © 7'•6" 2661 PLF 769 PLF 1634 PLF 398 PLF 8F16 -1B/1T 0) 4'-6" 6113 PLF 769 PLF 2724 PLF 398 PLF 81`16 -1B/1T O Eel O u O O 1 O MA HURRICANE. H R ANCHORS it () (TYR.) _ REBAR ON BOTH SIDES OF OPENING U.N.O. r PROVIDE KNOCK -OUT BLOCK FOR FIRST '•'" COMPLETE CMU COURSE BELOW SILL & FILL SOLID -. W/(1)99 BAR FOR ALL ' WINDOW OPENINGS S'-G" AND LARri IS: MORE 4 aFpaR Ar To= MN. !J pGOO ".VR' G.eAR c.n.u. GPP:T ,b s was. AT ecTror o GFLWT��r eorron NaINr_N l-6M'AG-JA_ r'NT'ICC1 IN LMnL MARLIN a' NOMINAL Wri'X TYPE DESIGNATION J r 4"WTI- OA •I �BAF AT SOT-Gn 6I'm OA.11 SF16-15/IT I.L um J � LPJA" o•'s NW9NAL 1®GHT ..e A"OP MATERIALS 2. Pcprestressedlinel6=6DOOPM, 3. To grout= 30M psi W/ meximunt 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 W/ minimum net area comae4elve strength - 1900 ml. 5. Raba provided in precast Intel per ASTM AB15 GR60. 6. Flnld rebar Par ASTM M15 Gfl 0 a GR60. Prestressing strand pe. ASTM A416 grade 270 low, relaxation. 7. 7/07 wim per ASTM A510, S. Mortar Par ASTM C270 type M or S. GENERAL NOTES 1. Provide full monar head and bed joints. 2. Mhore lined trials m mit.f act 3. Installation of lintel must comply With the architecture and/or structural drawings. 4. Lintels are manufactured Wilk; &L/2" long notches at the erda W accommodate vertical cell reinforcing and grouting. 5. All IInuals met or exceed L/360 vertical collection, except lintels IT4" and larger with a nominal height of 8' meet or exceed L/180. 6. nottom nee added term to be located at .hc bottom of the Intel cavity. T. 7/32" diameter wire strung are welded to the bottom steel for mechanical anchorage. 6. CwF'n place camrate, may be provided in composite Iirrtel In lieu of corclrete masonry units. 9. Saf , bad ratings based on rational design ena"Is per, ACI 318 and ACI OW 101intal min. depths are called out on lintel plan. If conlraatdr installs a deeper Ilrtel than hdicated on the plan, doing this inciewas fie strength of me lintel and is approved without engineering Stier. It a smeller lintel Is Installed contad FOR for approval. SAFE LOAD TABLE NOTES 1. Ail values based an minimum 4' bearing. Exception: Sete loads for unfilled lintels must be reduced by 20% If beedgg length Is less than 6-1/2". Safe leads for NI recessed lintels based on 8" nominal banning. 2. N.H. - Net Rated, 3. Safe loads as total superimposed allowable load an the section Specified. 4. Safe loads based on grade 40 or grade 6019M Oscar. 5. Adcitionel lateral Io9d caPho ly can be obtained by M. designer by providing addlonal reinforced masonry above the tweet Lim, 6. One #7 robot may be Substituted for two #5 roosts In B" lintels only. 7. The designer may wMum n."tad load. from the sere Ned tables Fry calculating the nwximum re111519 mom art and &roar at "way from the face of support. 8. Foreorr site Inoll 1a101.6 notshown, use safe load from next. lower nieigra. 9. All We loads In units Of pounds per liner font.. PRECAST "U" LINTEL W/ 1000PSI CONC. GROUT SHALL BE FLUSH AT OPENINGS GEE C GENERAL CONCRETE WITH TOP OF WALL DNTEL SCHEDULE FOR GENERAL REINFORCEMENT 10" —STD. 90 HOOK HOOK to STD. 90 DEGREE ry ANGLE WOO P.S.I. CONC. W/1 #5 DI REBAR II— SEE FOUNDATION PLAN SEE FOUNDATION PLAN Mii LOCATIONS ALL ELEVATIONS MS01 I BLOCK WALL REINFORCEMENT N.T.S. T ,r +4% "�Rp..•"ENS�• , iS• j w ,O f Pj 7 I U,nn i TJTULLITL�` o- �0 g wag '' IB Po m W GR w jd W '"ter=� a 8 Ut w3a$ Qtir'+� H D J a d E m m ¢. '� 0 0' z On o e g'PS„ IN U ? y I- 5 NAVW.FDSENGCOM ❑ ❑ ❑ Q uT Z o Z N n Z N \i/ c Oc N f J � U � cmv E a�om a R F IDk'CONRTRAOYORS LICENSE NO. CRC1330146 COD 3000 GULFBREEZE PARKWAY ST. ' GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: vo■ B —TYP. BOND BEAM 8"x8"x16"K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIA. REBAR INDICATES FILLED CELL FROM FrG. TO BEAM WITH 1 #5 OAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) p O zto cH Uj 4 a � to C (D U zI-�Um � Ln 3 m 00 CL OJLLI m o J,.o 'A .w ( to tL ♦ Model Name / Number: 1820 VI Plan Issue Date: Friday, January 15, 2021 KA PROJECT NUMBER: 21-0162 Sheet: SBBI Of: LINTEL PLAN 2x6 #2 SYP P.T. O SIMPSON HETA 16 EACH END SEE FLOOR PLAN W/ (2) WxS" WEDGEANCHOR FOR BEAM SPEC. 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER c �•:,' '� TRACK TO JAMB. 1 11 I II (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" ° ° II 1' "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL SECTIONAL " 1+ ® OVERHEAD DOOR°°°°` Oe eTOr a erre, CONT� . P T #2 °°°° 6F WOOD SYP 2" X6"Q�••'ENS III TRIM •��cO � � .• a :?,;, �.; 2"x6" P.T. WOOD JA le q a :� = ; p . NE 0 DOOR AND CONNECTION PER GARAGE SLAB GARAGE DOOR MANUFACTURER L O �•'° . ° i, •• TYP. GARAGE DOOR �! SIOS1�� Y m TRACK MOUNTING DETAIL o NOTE: DETAIL OD22 / S-2 MAY BE SUBSITUTED FOR THIS lL DETAIL- UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.s• Ny Ln dp S 2 g Ip �p 00 In 00 I� SL �3y OI lL LL LL O�$NW9e W -ma mr�miz�£ a a $Rw�' a9LL' a w 3 BLOWN -IN R-30 INSULATION PER FBC g LL' Q B I.� 1 AND ENERGY FORM SUBMITTED WITH 4 Q 0 o Y PERMIT APPLICATION PROVIDE BAFFLES N ° 3 AT EAVES (FOR VENTED ATTICS) ° W m Ixm d -" BLOWN -IN R-30INSULATION PER 12 FIBERGLASS SHINGLES OR FBC AND ENERGY FORM SUBMITTED a$ F 2 N d a G 12 WITH PERMIT APPLICATION SEE PLAN TILE ROOF (PER ELEVATION) c W a �a y o ° U J l ' PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT > 5s + PER FBCR 905.1.1 OVER APA wvm.wSEnc.coM SEE PLAN (FOR VENTED ATTICS) PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- G —FIBERGLASS SHINGLES OR TRUSSES @ 2411 O.C. [RSH] - ON FRAMING SHT. FOR TILE ROOF (PER ELEVATION) ; $HT'G &FASTENERS. ' OVER APPOVED UNDERLAYMENT + Z o PER FBCR SHEATHING OVER APA ' � ZROOv � PER CR905.1.1 OVER SCHEDULE • TRUSS ANCHOR (SEE PLAN) �_ 14.JE SEE PLAN FOR Q PRE-ENG. WOOD [RSHI - ON FRAMING SHT. FOR J n TRUSSES @ 24" O.SHTG; & FASTENERS, r BRG. h 1/2" DRYWALL °• N TRUSS ANCHOR (SEE PLAN) FELT PAPER OR ' ° ETAL DRIP EDGE Qu TO BE INSTALLED ON OUTSIDE TRUSS PLATE y 2x SUBFASCIA (TYP.) FRAME FOR BUILT-UP ) N d „r FACE 3/4" P.T. NAILER • ' r CORNERS min (3) 2x4 OR _ — —_ ; -------'— 1/2" DRYWALL 4x4w/2x4 POST UNDER EA , ,� PLANS SEE ARCH. —_—_—_ g V� END OF SUPPORTING BEAM. t METAL DRIP EDGE CURTAIN NAILER ' 2 X 4 P.T. PLATE l' `j0 w �I a x a x i6 K.o. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS 6" 1/2' DRYWALL 1 x 4 P.T. @WINDOWS A LINTEL BLOCK AND LATH WITH FINISH O.C. � ` m 2X SUBFASCIA I x 8 P.T. @ S.G.D. " O,H. W/ (1) #5 DIA. REBAR & i CONNECT ALL 2xSTUD " 3000 PSI CONCRETE (TYP.) ALL SIDES / / (TYP.) FRAME FOR COR- U — cv E TO TOP PLATE WITH (4) " SEE ELEV. w•\ \.@c"-- 16d TOENAILS SOFFIT. SEE ARCH. PRECAST "U" LINTEL / O /�, p° �O PLANS O NERS FOR NON LOAD 1/2" DRYWALL SEE SCHEDULE H Jo pp o °p vim`. \ BEARING SIDES NAILED U N o m SEE PLAN FOR HEADER SUE " a w/ 16d NAILS @ 8 O.C. v oQ 4 \ p p, C } VAa p a p/ Q N 6 by �Im v \ QO \ p 0 1/2" x 8" _-BOLTS \ / / OPTION 15/32' OSB EXPOSURE 1 ON \ / (TYP.)4 COURSE HIGH A.F.F. © DAMS HOMES O.H. EXT WALL W/ ALL EDGES BLOCKED. (1) CENTERED EA. / MAXIMUM OF (3) - 2X PLATES MAY BE SIDE w/2" WASHERS \ / CMU BASE FILLED N CONIC ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE Ta13 FOR NAIL ATTACHMENT. �' w/ (4) VERTICAL RENF w/ PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE) 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA (TYP) HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE N0. C NAILS AT 8" O.C. ALL BEDROOM WINDOWS. " REBAR W/ 3000 PSI PLAN Al-A1 OF COLUMN 3000 GULFBREEZE PARKWAY CONC. ALL LOCATIONS GULFBREEZE, FLORIDA 32563 " SHOWN ON FOUNDATION VINYL FRAMED WINDOW w/ SCREEN H & FLOOR PLANS " DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN " LOCATION OF OPENINGS IN " SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCI EXTERIOR WOOD WALLS. IF NO w/11-10d TO BEAM FOR BEAM SPEC.VI OPENINGS ARE INDICATED, FULL& TO FRAME BELOW Job Information: STUDS ARE REQUIRED). NOTE: 44" MAX. SILL MGT. ON ALL BEDROOM WINDOWS. r VINYL FRAMED WINDOW W/SCREEN WINDOW STOOL n CEMENTITIOUS DECORATIVE PER SPECS " PRECAST CONIC SILL ' O FINISH 7/8" THICK PER ASTM N ' C-926-98A PAPER BACKED FOIL R-4.1 INSULATION AT CMU BLOCK WALL i 0 2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM '/ ' O O 1/2" DRYWALL MORE INFORMATION). SEE T813 q EXTERIOR FINISH - , z 0 LID SUBMITTED WITH PERMIT (SEE ELEVATIONS) ` p •� ON SHEET 6 APPLICATION FOR NAILING INFORMATION FOR FTG. DOWEL #5 DIA. REBAR L I J m M R-13 INSULATION AT EXTERIOR WALL SHEATHING. I. x 2 P.T FURRING 17" IN CONCRETE - 25" WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE I x 4 P.T. EXTEND (AC[ 530) ABOVE SIMPSON HETA20 � In 3 m AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER SLAB. ALL LOCATIONS SHOWN Al ' Al BUILT-UP CORNER MIN (3) 2x4 WITH PERMIT APPLICATION w/10-10d TO COLUMN OR 4x4 POST w/ 2x4 UNDER Z m 00 •a HD) w/2" WASHER AT 32" O.C. WOOD BASE ��\\ ON FOUNDATION PLAN POST V MIN, 6" FROM END - SEE WS07 EACH END OF BEAM LO 'C WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR O J 'w^ ,�^ Ln M O SEE FOUNDATION PLAN --� 1 SLAB INFORMATION TOP OF SLAB NOTE: 2 X 4 P.T. PLATEJ [M y / ( / FOR SLAB INFORMATION TOP OF SLAB _ _ _ — - — - '- - ao INSTALLEDTONN (INSIDE OF L, * VModel Name/ Number: 00 GRADE • COLUMN. DO NOT BEND GRADE STRAPS UNDER PLATE p .e �r x'• ?�p ° 1820 ( N PLACE STRAPS IN FILL g w SEE PLAN FOR v ;emu r ° Plan Issue Date: CELLS w/#5 REBAR (TYP.)4 COURSE HIGH CMU BASE COMPACTED.. O ., •.: i , I. rt ,,-'•, CLEANIRE-BAR QUANTITIES a FILLED w/ CONIC -SEE PLAN FOR FILL T'- ,, �,, S °' , `D SIZE. TOP OF COLUMN BASE - Friday, January 15, 2021 :•• SEE PLAN I, 2'-0" AFF KA PROJECT NUMBER: SEE FOUNDATION PLAN �f SEE FOUNDATION r1 16" FOR FTG REQUIREMENTS PLAN 21-U162 NOTE DETAIL CO21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: 2 Of: DETAIL - UNLESS NOTED OTHERWISE WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=III WS01 TYPICAL WALL SECTION - 8" CMU 3/a"=1'-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.s. TYPICAL FRAMING DETAILS W m � ro 1" 145" 14a Q (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED SOd ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (D - 0-162", Lw 31/2") OR EQUAL (D = 0.162", L= 3-1/2") OR EQUAL 1)CENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY. PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENERIATE AT LEAST 3/4' OF 4) REFER TO NDS SECTION 16.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS I N.TS FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2- CONTACT FOR FOR Ll I v 1. SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. NERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- NOTE: FOR OVERHANGS LESS THAN 5/W • NO REPAIR REQ'D. 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 AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. ' STUD TO SOT PLATE: SIMPSON SP4 i LINTEL NOTE: HOLD FRAMING 1./2" BACK FROM FACE OF BLOCK FOR SWATING TO BE FLUSH WITH BLOCK FACE 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL NF21 I KNEEWALL @ ENTRY FRONT WALL 3/4"=1' PROVIDE 2x4 ON TO OF 2xS TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. LISLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d 2x4 STUD A: COMMONS @ 3" O.C. @ ` ` ` EDGE & 6" O.C. FIELD RUN PER PLAN P 2x4 BEYOND AGAINST 2x8 STUDS OF SPLICE FULL SHEET FROM ` BOTTOM OF FALSE BEAM NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 � \` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SEE GE05 FOR \�� 1 SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUDGABLE STANDARD ` `\J� \ @ (1) SIMPSON H2.5A CONNECTOR EA. STUD TO PER PLAN D 1\` TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 FRAMING *NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF , 1 N ` `� �� 12d NAILS @ 3" O.C. WOOD BEAM SEE I TOP PLATE TRANSITION PLAN FOR SIZE �— SIMPSON HUC410 OR (2) ,\ Lry — HUC210 � � z x ~a Iil PIPE OR DUCT w/ PENETRATION THRU OUBLE 12d TOP SPLICE . "� ,, , TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. + +1 1+ +I N o TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d (3) 2x4's OR 4x4 W/ (2}lOd NAILS @ 8" O.C, EACH PLY 2X TOP PLATE TO b I o3 PLATE WIDTH INSTALL @ 3" O.C. SHOWN AS 4 x 4 ( ) GABLE END W/ 16d I J SIMPSON PSPN516Z i i' I 2 SIMPSON HETA20's ( ) NAILS @ 6" O.C. i a w/ (12) 16d NAILS TYP. 46`y17N) , W/(12 16d EA, TO COL. I TOP & BOTT. + tl ALT: (2) MSTAM36 STRAPS +--- -+ NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE TYPICAL BLOCK WALL ` `` RED w/ (13)-IDd NAILS + +I + + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD el I Ea TOCENTECOL. TIE BEAM SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2X4 STUDS @ 24'' O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP TOP PLATE W Ed 2 1 2" x 0.131 NAILS PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED SHEATHING COVERING NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL 3E15 FALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING ><7/16" O.S.B. (1) JACK USED AT EA. SIDE 2X BLK'G. EACH SIDE OF OPENING G.C. TO W O.S.B. INSTALL (3) TITEN HD. W/ 2 8d EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED (3) 16d SEE PLAN SP4 AT % COMMON FOR WILL1 24" O.C. NAILS( TYP)—t- HGT. CMU- © II ....LOCATION --,_III f�F "I 10 p r . j /1/ /16 OSB W1 .d NAILS @ o III -4 I EACH END TYP. 2x4 SPF CONTINUOUS ' • • ••• 1 :• NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• ROUND/ SQUARE• BOX HEADER—j A35 EACH • WINDOW OR DOOR OPN'G '-CMU NF17 I TOP PLATE SPLICE DETAIL 3/4"=J.'. * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPEMNG 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) 2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 3 4 3 4 2x CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" 0/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - — OaP,y * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE N0. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE TEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR 2x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O OR 8 1/2" AT GARAGE STEP DOWN P.T. SOT. PLATE WF09 FWALL HEADER DETAIL N•T•s• CD04 FBEAM C@ RAISED ENTRY MASONRY WALL N.T.S. REVIEWED CODE CO ST. LUCIE ( BOCI, R- g § m� v mm 0 5fr W�i�mA ¢ O m d In E BL ' Z cI 0 g '�5 WWW.FD,4ENG.cOM ❑ ❑ ❑ z 0 0 Z n J � cq !lam• Z^ N �J/ U m � w D"Lo-1)) i1 � cm U -w B (ice sog '. = O^ N ® a DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: IVI PORT ST. LUCIE Job Information: I� O a ZN ,H W 0 c d ;T m m m a z rH 1n OS 00 U a 0 J W:D m DT o LL J m U) U) VI Model Name / Number: 1820 VI Plan Issue Date: Friday, January 15, 2021 KA PROJECT NUMBER: 21-0162 Sheet: S /3 Of: MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 I TRANSOM DETAIL AT ENTRY 1/2" = r o" TYPICAL WALL DETAILS MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O.C. MAX (2) 16D NAILS EA. END. SEE [FISH) SAME SPACING AS BOTTOM CHORD LATERAL BRACING SCHEDULE FOR SHEATHING ATTACHMENTS. IF > 9" 2X4 #2 SYP TO BE LESS THAN OR EQUAL TO 45" --_ (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. MINIMUM 2"x4" - 8d NAILS @ 4" O.C. IF> 9" CONT. 2X4 #2 SYP W/ (2) CROSS BRACING IOD X 0.131 @ 8" O.C. EA. SIDE (SEE PLAN FOR - "` ` f, % . � WALL AND ROOF SEE LOCATION) ` BLOCKING S3 FOR SPECIIFSHEATHINGIICATION 9x4 SYP CFO R 00 2x4 SYP OR SPF CROSS BRAD GABLES 3'-0" TO 5'-11" TALL. APPROX. 6" FROM RIDGE � SYP L BRACE FOR THEN 48" O.C. AFTER. NAIL W 3-12d @ EACH FEND & ® GABLES 6'-0" AND TALLER. ANGAE. TTACH ID - (NOT REQ WHEN GABLE 12d NAILS @ 4" O.C. 4'-1" OR SHORTER) FASTEN (1) SIM ON HGA10 - CONT 2x4 SYP OR SPF SPANNING (4) RACE CONNECTOR FROM GABLE TRUSS _ TRUSS BAYS (8'-0") NAILED IAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. (3) 12d ' W/ 3-12d TO CHORD (MIN LOCK/PLATE NAIL GABLE TRUSS PER JOINT 1ST 4 BAYS) f� TO TOP PLATE w/ 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING- :, �� 2x8 T. PLATE 1/2"x8" ANCHOR BOLT _ NAIL OVER X-BRACE AS SHOWN- 2x4 SYP OR SPF BLOCKING 4 BAYS AT 48" O.C. MIN. INSTALL BLKG. AT TRUSS WEBS BETWEEN TRUSSES @ 48" KNOCK OUT COURSE O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. NG - 2x4 SPF OR X-BRACING FOR NAILING NG TRUSS w/ 3-12d NAILS EA. MASONRY WALL SYP w/ 12d @ EACH END TRUSS WEB NAIL TOP OF "T" TO GABLE I ROOF SHEATHING, SEE TB13 FOR ATTACHMENT TRUSS w/ 2.12d AND 1 TRUSS w 2- 2d I OVER JACK TRUSSES, SEE SIMP10-1odx11/2" NAILS PLAN. TB01 TYPICAL CROSS BRACING DETAIL N.T.$. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x1 1/2" ,e`1°0 /T '� •E SDS WOOD SCREWS GABLE 2X4 BLOCKING w/ 2-12d TOENAILS NAIL TOP OF ®'\��� f_ G PROVIDE 2X4 MIN. BLOCKING AT MI END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d US g64 CENTER LINE HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ w BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS NAILS EACH END TO TRUSS TOP w * N CHORD @ WOOD FRAMED WALL @ DUTCH GABLE ��• SlPjr IS L� ` 'H •..PLO A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING N.T.$. GE01 GABLE END BRACING�aTTTo ey S I -_•,.,.�' WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP A TRUCTURAL PACE 1u G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 0 TOP CHORD WHEN REQ'D NAILTO TOP CHORD L� TO PREVENT SHEATHING ACK - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING TRUSSESHIP 12d NAILS @ 6" O.C. — MAX 24" SPAN (EITHER G.T' SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX SHEATHING PER JOINT MINIMUM 2"X4" SPF OR " e A ID a SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING a & to M tll Z P N � � PLAN F g�w g W � a zg * x m o8�m v,n g 2X4 BLOCKING HIP TRUSS BETWEEN TRUSSES W � ��P'aa a a. �MOo 8hLj O_ SFCT- Q B �` m may- 30 �p® zt Bs§ F TB03 HIP /RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL TYP � N.T.S. a�« Er u a k LL o a� � u es &a5L W U J r x WwW.FUSENG.COM El El 11 Z M TRUSS NOTES: z oN Z m g 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPS-2014 a (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT U) Z N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED LIT M TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY BE SPREAD OUT JJ Q) CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. N w 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL _O M •� LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0' O.C. MAXIMUM.12 U 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT M ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. = G CO � � M SEE TYP. TRUSS BLOCKING DETAILS TR U SHEATHING �? = 0i a 3 T04TRUSS SHOALTERNATES C TRUSS SPACES DIRECTION Q N o m �,.� RUS F11 :� A DAMS HOMES VERTICAL SCAB 2X8 #2 SPF 48" O.C. SEE (4) 12d TOP &BOTTOM OR H5 SEC ION TRUSSTRU55 OR HCLR/LL IN PLACE OF (4) SOD TjREQUIRED FLORIDA CONTRACTORS LICENSE N0. CRC1330146 =121NAILSW/ 4A RAFTERS GREATER THAN 8'-0" •••• B-B3000 GULFBREEZE PARKWAY SEE PIAN OUBLE TOP LE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PRE -ENO. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS VARIES w ROOF DIVISION LOCATION: 2x STUD WALL SEEPS SLOPE PORT ST. LUCIE /• • CONY. FRAMED RIDGE \ \ / / ♦ Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X8 #2 \ 2X4 SPF BLOCKING / \ (4) SPF 48" C.C. W/ (4) 12d a \ BETWEEN TRUSSES EXT12d PREE G. TRUSS 2x8 BLKING. NAILED v EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. / SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d B REQUIRED w/ (2) MTS12'S REQUIRED 0 RAFTERS GREATER \ \ / THAN 8'-0" 2x4 SPF BRACE \ / - \ @ 48" O.C. - NAIL w/(4)COLLAR EVERY 3rd \ \ \ \ LT R EACH END & ALTERNATE DIRECTION O SH EATHIN �(• RAFTER \ ' CB FILE COPY a 2X4 BLOCKING BETWEEN BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) , , O ® EACH END. CONT. EACH BAY p TB .2x4 SPF W/ (2) #7X31/2" TRUSSES C LIT � y � ALTERNATING D9 WOOD SCREW EACH TRUSS / / SFE PIAN - W N C 01 BLOCKING OR HB 48" O.C. / / \ fh N m PRE-ENG. TRUSS \ / / / CN y 3 (6 i CONT. ROOF SHEATHING AT TRUSS TOP \ / / e-I LIT o STRUCTURAL SHE CHORD AT ALL HAND FRAMED AREAS TYP. / / oo 0. SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ O I�"/���/� COO O e @ WOOD 2X8 #2 SYP RIDGE BEAM 2X4 P.T. BLOCKING BETWEEN DIAGVATST 2U 0"" ON CENTER \ \ \ \ / / / / to W V / V) LL COy TRUSSES W/ (2)-12d NAILS AT s'TRUSS \ /\ / 2X4 SPF BLOCKING ♦ Model Name /Number: EACH END MAX 2x8 RAFTERS G 2'-O"O.C. BETWEEN TRUSSES \� \/ MAX. w/ (3) 12d COMMON @ 24° O.G. MAX w/ / WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN \ (3)12d EA. END (TYP.) SEE PLANS FOR TYPE ( ) 4 Fr 0 2%0' O.C. MAX W / (3)1OD N'. MASONRY SEE PLAN COMMON TOE NAILS TO RIDGE BEAM 2XEL OR WOODT&RING Plan Issue Date: SUPPORT Friday, January 15, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE ♦ KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION 21-0162 2x4 S.Y.P. @ 16" O.C. Sheet: Of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. ROOF FRAMING AND BRACING DETAILS L1 6" 0 THERMA-TRU INSTALLATION \\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard 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 3/1611 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. SPA EVE LA 6" 6" SINGLE DOOR SPA EVE N1 SINGLE DOOR W SIDELITE ten, 6„ 3" LO'.. b 3" 3„ 3" I III t— 3 3„t aT 3" 3 6 6 6" 6" DOUBLE DOOR W/ SIDELITES iPACE VENLY SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. M TOP OF SLAB ClipZ Cl IC' Ih, II ° 1 (- IT- it 16" MIN. DIAMETER A CONCRETE FOOTING -,)PROTECTION BARRIER DETAIL N.T.S. N SPACE EVENLY w 0 Soot Oyuw 7„ into use In an f""R NAIL SHINGLES W/ It OR 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS.6 PER SHINGLE. tsn ` 4�vo as PO_ 3CA� .roN� � 79' Exceed the whinges aver the rake anti eaves about 1/2' If dAP edge Is useq 1, about 3/4" If no drip edge is used. valley cemerline L SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT ALL LEVEL VALLEY LOCATIONS TEXTURED, PAINTED EXTER. WALL FINISH SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMLM OF 6' ABOVE 6" x 6' H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY nl ecTFn 171 Attu e T 6" X 8" H GALV. r1ASHIN6 COW e l FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED L NG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW "• Al SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATIONOFWINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT 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 &SHEATHING EXTERIOR — — FINISH BY OTHERS PERIMETER CAULK BY OTHERS' O.A. WINDOW HEIGHT EXi 11/2" MIN. EMAMMENT —4 WOOF? SCREW Inl ,_ nllllllllwp�aaso- -fkill►" INTERIOR` TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S X90628.a DRIP EDGE. IRCV1UE UMP EWE AT EAVES AND GABLES 0' siIINGLE ROOFS. OVERLAP TO BE A MINIMUM Sr 3in ;Teem). CAVE DRIP EDGES SHALL EXTEND win BELOW SHEATHING AND EXTEND BACK ON THE VOOF A MINIMLM 0f 2,1. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE'.NSTALLED EITHER )VFR OR LN DFR THE LMIERLAYMEM. F INSTALLED )VER THE LNDERLAYMEW,� THERE 9HALL RE A MINIMUM Ain WOTH OF ROOF CEMENT INSTRLIID )VTR IHE DRIP EDGE FLANGE. DRIP EWE SHALL BE Matlmu n Faslamar$padng, (James Nead and Silo A. A• A" i Screws ` cJ�\ _11—A �I Jll Mounting Fin"'-,. ededbr Fixed View Wrx1ow L or .View or silt Wall Framing: #2 Sprure/Pine/F1, or a Sllimne Screw Minimum Penetration 1,318 C loss Section View Mnimum `sihoore EtMIof 6lieaming p,00e ' the blocks from Watdres and o°LRer oamage dntF.'u'aMi Is "rPleta Stop Measureto be sure the opening is 3/8"to 112" larger then the window ,i, both wStlwlly and harlmntaM. " You may wish to pre -drill the Insulation was in the fin at this tare. Me pe0orMal A&#1 Me mousI fig, as ase,arem[ressesa Rep 2 Apply a gen eras bead of sBlcone to the badmide of tire mamthg fin. Use enough si imrte To sufikksRty fill all wilds between the I'm and the wall sheathing. Step 3 Insert the window me, the opening from the oatade. The window Is labeled "Inside' and "autslde", but If tllese laMLs hive been removed,ds glating bead should always be to the aside of the bultiong. Rep 4 Install shims under the sill, adjusting thom and the unit 6 plumb in the opening. Shims should be installed Under the MX every 2 feet. It* window should be hasially centered in the opening with mi more than 1/4'gap between the window and well framing. Step 6 Instill a 010x 1- 2"screw 4•from the comer of the fin at each and of the hBbdf sit and both lambs Step Install the rem wing fasteners In 8' hanswents from the Donner strews to the tints!, of eadL hams member. Use am not Mover. Ughten the soaps and null them through the fin. Also, make sue the screws gon, straight and do not muse the form to how: Wall training OVA be a minfmum of #2 Spruce(Pkre(Flr. Fasteners shum be#10ssoaws of ssuffldentIwo to advew l3/B" memiton lode fin woo and mo less than l/2-from edge of ham Rep 8 If desired, a foam Insulation can be applied to the interior gap between the window and wall framing. u apWed, #MFmu#ee fhe NON EXPANDING TYPEFOAM. Rep 9 Sins these windows are typically used In rooms with high moisture, ae; bathrooms, it Isreeommended dug the Interior gap between the window and wall framing also be sealed with slimne and tooled so as rut to Interfere with the Inegallation of wallboard, elk or trim. Step 1D Ones all construction Is complete, remove the bubble WGIP form the Inside and moolde of The window. If moessay, dean the. blocks wah a mad detergent and warm water using a soh cloth. 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 Pressures Method Roofing: DADE 1st Choice COUNTY ADP. 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: `e,taulnlr2iN N JAR 64 NO in, SPTE 0Fto7. ��id .•C Opt,,. A•f. *" ##7lIt1i1'I+T� C a c0 U_ $ a IA roto 1- r' F Go vet Rc Nc M OD Ii2wm-7 rLo '0 v o13 wso"Ra Z K O v CM s 3 3 GO law �^ Z c a OV App ,fi.. w w pproval # � N M� wM'FD6Fl G.DDM 2 FL7006.1 R-10 Z R'a FlOride Metal Products Inc. FLAMC0 "Off-rtd event" FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, ^FROM EDGE AND 4" O-C TYPICAL MAX FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice TAM KO BUILDING P 0 UCTS LLC TAMKO No. 30 # ASPHALT —SAT RATED FELT UNDI RLAYMENT SHALL BE APPLIED AND AT IN ACCORDANCE WITH R905.11 FL1232S R8 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W5 16 x 7 2"x6" P.T. WOOD JAMB WITH (o) 1/2" DIA. x 8" "J" BOLTS FL16546.1 2nd Choice 1 +30.0/-32.0 CLOPAY 83W� FL15279.36 Swing Doors: THERMA TRU-CORD GLAZED 1st Choice +67.0/-67.0 I E G S DOOR INSWING 2X BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.1 THERMA TRU-CORP. FLUFIBERGLASS FL20461119 2nd Choice +67.0/-67.0 DOOR SH AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 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 INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403,17 Shakes NAILS 11h" LONG WITH 1/8" DIA, SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. N.A. SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.1 R9 Single Hung (fin) ANCHOR WITH MIN, 114" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS 3540 SERIES +40/-50 MI WINDOWS Single Hung (flange) F UVSTAIENTLT THROUGVIDE5/8" MIN. EMBED. INTO WOOD H 2X BUCKU E#8w00 SCREW OFBUCK. FL17676.8R9 3540 SERIES +50.0 -50.0 / MI WINDOWS Picture wlntlow SUFFIENT LENGTH TO ACHIEVE 1i4" INCH MINIMUM EMBEDMENT PL1B644.3 R3 IN WOOD SUBSTRATE. Mullions: M-1926 VBrice l 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 11/4 Horizontal FL.15804.2 M-1926 MINIMUM EMBEDMENT WITH 1' MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE - Fixed Glass: 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WINDOWS WITH MIN. 11b EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN DIRECTION OF SOFFIT LENGTH FL16503.4 R-3 Hurricane Panels: a. HURRICANE STORM ale ize DIRECT MOUNT. TOP LA'-20 MALE PANELMATE W/ FL16293.1 46 PSF EXT/ Galvanized 1st Choice WINGNUTS AT 121/z" O.C. 46 PSF INT. PANEL MFG. INC. Steel Storm ROTTDM 1/4"-20 SIDEWALK Storm Panels BOLT W/ POWERS CALKdN 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: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 z $ WZ J N �i — Ln Z r ^1 m w O 0 m 0 —' O Y c VAT m L— (C� m / U ENE w 8 �® X. r Soo U�0 Q. C 00 a -2 q ¢ N oD fill pDAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. L_UCIE Tj Jab Information: 0 a z o ) � IwwIF-I N C v M A I to 3 io i CIO W O J Gi VT Model Name / Number: 1820 VI Plan Issue Date: Friday, January 15, 2021 VI KA PROJECT NUMBER: 21-0162 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) FASTEN FDLDupwEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS MECHANICALLY CORNERS WEATHER RESISTIVE Li NECESSARY L FASTERSTHROUGH FOLD PWEARRIER& GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING � TEMPORARILY SECURE BARRIER R709.1 General. Exterlorwnils shall provhie the building with a weatherfesistant exterior watl envelope. The exterior wall DOOR ROUGH OPENING TO BE USED, envelope shall Include flashing as described In section R703.4. I.i WINDOW UNIT `WEATHER R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the RESISTIVE WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as BARRIER s -EXTERIOR SELF -ADHERED FLASHING 3/4"'1"BEADOF CONSTR. TAPE ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in SELF -ADHERED F LAS H i N G required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes anti breaks, complying with ASTM D226 WALL BY 6IN. UP JAMB V. USE LIQUID NAIL BRAND SELF -ADHERED FLASHING PRODUCTS DETAILS for Type 1 felt or other approved water-mslstive border shall be applied over studs or sheathing of all exterior walls No. 15 OR EQUAL WEATHER PROOF CAULKING asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches. Where yssFva�E"v°x"cw; EXTERIOR joints occur, felt shall be lapped not loss than 8lnehes. Other approved materials shall be installed In accordance with the WEATHER SELF -ADHERED FLASHING WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The NoAS asphalt felt or other approved water -resistive RESISITIVE CEMT. FIN. PER ER RE (CURRENT EDITION 703.E barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages In a BARRIER ) manner to meet the requirements of the exterior wall envelope as described In Section R.703.1. SEAL TOPS OF JOISTS UNDER DECKING I SUBFLOOR (SEE DETAIL WPo7) R703.7.3 Water-reslstNe barters Water -resistive borders shall be Installed as required In Section R703.2 and, where SELF -ADHERED FLASHING applied over wootl•ba98tl sheathing, shall Include a waterr¢Sistive vapor -permeable border with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shell be Installed Independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST to the water -resistive barrier is directed between the layers, 1. cut, told up &temporarily secure was Refer to the number marked as ®in each detail that corresponds to the resistive barrier aboveheadertemporarily sur allow for flashing installation 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 2. resistive barrier Self-adhered flashing plus dead flashing under weather 1. Install self -adhered flashing in order as shown by numbers greater than that of SO -minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater resistive barrier t .� PAPER -absorbing layer or designed drainage space. 3. Fold weather resistive barrier back over head flashing and O 2. Install flashing and weather resistive barrier to form water shedding laps 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, Mashie Flashing. Approved metal flashing, vinyl flashing, with the membranes and mechanically attached flexible Mashing shall be applied shingle -fashion or In accordance with the manufacturer's Instructions. Metal flashing shall be Scale: NTs embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluldapplied membranes used as flashing shall be applied In accordance with the manufacturer's SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING p / PO instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of IWPO2 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER V V scoring cuts FLANGED WINDOW W P01 EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Setf-adhered membranes used as flashing shall comply with FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER AAMA 711. All exterior fenestration products shall be sealed at the Juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade INS or greater for proper joint expansion and contraction, ASTMC:281, ``ttttt I r r r 4 ez RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant Fluid -applied membranes used as flashing in �� �1,0 T EXTERIOR SHEATHING RUBBERIZED ADHESIVE exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved ` Q Q;. • •' N �"� .:r 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT 6. Fold as shown by arrows fleshings shrill be Installed at the following I¢Cat10n5: .,`�J �C • ' �' EXTERIOR SHEATHING ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle Of Corner may vary, adjust folding of the flashing accordingly t0 fit = �' 64. r'•, +,�. �. THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING jy0 6 UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to corner 1.Exterlor window and door openings. Flashing at exterior window and door openings shall extend to the surface of the REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOi) 8. Mechanically fasten as necessary exterior wall finish or to the water -resistive border complying with Section 703.2 for subsequent drainage. Mechanically LETTER ON CHEMICAL SCORED PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be Installed OP dr; > COMPATIBILITY , 4 in accordance with one or more of the following: a� •• AS E P , fV.. ti � . (BEFORE FOLDING, SCORE ���0 •' ��.°•• SELF -ADHERED FLASHING, RELEASE PATER TO EXPOSE 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed in the it • L 0 R SELF -ADHERED EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing FLASHING VERTICALLY FROM BOTTOM OF instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and door openings. THRESHOLD Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the exterior wall finish or to rrU 1 t tttt e MECHANICALLY FASTEN AS the water resistive barrier for subsequent drainage. Openings using pan flashing shall Incorporate flashing or protection @ a s NECESSARY 1N CORNERS THROUGH at the head and sides. F SECTION -A SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. ;o (SEE DETAIL WP02) 1.3 In accordance with other approved methods. li SELF -ADHERED 1.41n accordance with FMA/AAMA 1.00, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ FLASHING O' 2 WDMA 300 or FMA/AAMA/WDMA 400. 5 2. At the intersection of chimneys or other masonry construction with frame Or stucco walls, with ' SELF -ADHERED FLASHING projecting lips on bath sides under stucco copings. NAILING FLANGE t O 4 3, Under and at the ends of masonry, wood or metal copings and sills. 2 t 6 4. Continuously above all projecting wood trim. I ° � w d' O SEAL TOPS OF JOISTS 8 g m 1 B N•+ m � DO NOT FLASH OVER UNDER DECKING 2 7 S. Where exterior porches, docks or stairs attach to a wall or floor assembly of wood4rame construction. � W m � IS 0 F' W uI w r` BOTTOM NAILING 8 (SEE DETAIL WP07) �o E ,;. G S� FLANGE A S. At wall and roof Intersections. E c3 e SELF -ADHERED FLASHING IWPO4 XTERIORD OR FLASHING WP0C SELF -ADHERED CORNER A/POD` J VV �J °$aa� /gO c°S� ONNWZ W HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 7, At built-in gutters mJm Jt O g4 S W a S y�2l a xggg W W �aSmw Afr�a n: w 3 z 9 "q oar s 3 � SELF ADHERED FLASHING DECK PROTECTOR E SHEATHING 7/8" Cement Plaster 7/8" Cement Plaster s 15 g Z a a G in accordance with in accordance with Z �a ° acco fl„ ni o ,n F. { _ ASTMC926 ASTMC926 ° ms www.FDSENc.coN El ❑ ❑ - SELF -ADHERED Felt backed metalLO FLASHING PATCH Felt backed metal lathe in accordance O lathe in accordance with ASTMC1063 with ASTMC1063 >i / z $ SELF -ADHERED FLASHING 1 Building r V/ DECK PROTECTOR ` Building Paper B '(ding Pape /'� z m \\ 7/16" O.S.B. - 7/16"O.S.B. sheathing 1: _ sheathing ': n sheathing Keep top edge DOUBLE ' ' Metal - Of weep screed ///�///111111♦/■ <n LL SINGLE JOIST SELF -ADHERED FLASHING Flashing - _ 2" below top of . `. JOIST 1block SELF -ADHERED FLASHING R J Unperforated Vulcum (D0 g 3" MlN 2 Flange 7/8" cauk bottom t`�it � 4 Weep Screed �[t3 ' m joint only O - a E r 5 Maintain Metal Flashing f � RO Bottom of 3-1/2" Unperforated �® aw o n 05 SELF -ADHERED FLASHING IWPO8 APPLY A LIQUID FLASHING TO THE MASONRYOPENING (HEAD, JAMB, SILL) INWPO Weep Screed Flange 7/8"Weep Screed O LO SELF -ADHERED FLASHING W P07 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE 1 1/2 to 2' 1H0.8362x;DECK JOIST OUTSIDE CORNER INSTALLATION OF THE SUCKJRECEPTOR. Above Roof 1/2 Cementitlous a Sheathing Decorative Finish DAMS HOMES •o., •.o• All inside and ---- - -- -- outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 o. need to be miter 3000 GULFBREEZE PARKWAY EXTERIOR WINDOW UNIT cut and caulked all GULFBREEZE, FLORIDA 32563 Cement Plaster butt joints need to CEMT. FIN. in accordance °• 4 ' becaulked using DIVISION LOCATION: BUILDING PAPER SLOPE SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in : 12.0 in SL0.3 in: 12.0 in over wood 2nd PORT ST. LUCI E SL in : 12.0 in (0.6 cm : 30.5 cm) (0.6 cm: 30.5 cm) floor ♦ Job Information: (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING ~ EXTERIOR CEMT. FIN. O BUILDING PAPER WIRE LATH 1/2" Cement �' a c Plaster Finish 7 y Cn SELF -ADHERED FLASHINGCn L Block W M 2 1/2" Perforated n WIRE LATH °. Flange 1/2" Weep to 3 o `m Screed BUILDING PAPER Cement U m Go 0 BUILDING PAPER Plaster '_ 0 _I W :D m o over block J m (n n LL 1 St. floor EXTERIOR Install bottom V1 Model Name / Number: WINDOW UNIT CEMT. FIN. Slab edge of weep screed 1" below 1$20 finish floor ♦ Plan Issue Date: Friday, January 15, 2021 OPTIONAL DETAIL _jI KA PROJECT NUMBER: 2 $2 Note: 21-0162 33 3 0 The building paper and metal lath sheet: of: must be installed over the top of WEEP SCREED DETAIL WP SELF -ADHERED FLASHING W P 1 0 SELF. ADHERED FLASHING W P 11 EMTSELFINISH PA FLASHING SCALE: NOT TO SCALE - CEMT. FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL W P � 2 the weep screed. WATER PROOF DETAILS 42X42 A/C SLAB BY B DR MIN 2�, F�M WALL Ko,P s a.*D J8 �w I �� �%:-M K: " Must have a minimum clearance of 4 inches around the alr handler per the State Energy code. All duct has an r=6 insul@tion value. FILE C Rating 5 v s O O N e� 0 o e� W z U) O W 57 U) O L _ � W O �l O m N Q N Z .. 00 N O >- i ry - U — m — LU • • > Z 0 z Q w F- a 1 o D a 11:� m W J U)